ML20101M594
| ML20101M594 | |
| Person / Time | |
|---|---|
| Site: | Crystal River  |
| Issue date: | 04/04/1996 |
| From: | FLORIDA POWER CORP. |
| To: | |
| Shared Package | |
| ML20101M505 | List:
|
| References | |
| M96-0007, M96-0007-R00, M96-7, M96-7-R, NUDOCS 9604050451 | |
| Download: ML20101M594 (215) | |
Text
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ANALYSIS / CALCULATION
SUMMARY
(~)N g DOCUMENT IDENTIFICATION NUMBER DisCieuNE CON 9 n NO 96-0007 REVISCN LEVEL 0 ME triLg CLASSIFICATON (CMECK ONE) MUT/BWST HYTRAN ANALYSIS $ safety Related O Non safety Related MAR /SP/CGWR/PEERE NUMBER VENDOR DOCUMENT NUMBER REMSiON ITEMS REVISED APPROVALS Design Engineer TM - Date , Verification Engineer k/dI. Date/ Method
- R Supervisor Date
" VERIFICATION METHODS: R - Design Review; A - Alternate Calculation: T - Qualfication Testing DESCRIBE BELOW IF METHOD OF VER'FICATiON WAS OTHER TMAN DESIGN REVIEW
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PURPOSE suMuARY -I The ourpose of this calculation is to determine the transient water levelin the BWST and in MUT-1 and suction pipina-followina a postulated LOCA. The worst case ECCS transient operation is assumed The transient is continued until swapover to sumo recirculation is complete. Additrional models are also developed to determine MUT-1 water level response dunno an Apoendix R fire. s E Ea
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RESULTS SOUVARY The results of the analysis demonstrates that the water levelin the 4" MUT-1 piping remains 2.62 ft above the tie in point with the 6" ECCS suction piping at a BWST swapover point of 7 ft. (indicated). A
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lorida DESIGN ANALYSIS / CALCULATION OWer C) ( 9cmemawN Crystal River Unit 3 Page 1 of _49 DGCUMENT IDENT##C A TK;N NO REvtF.vN Calculation M96-0007. MUT/BWST Hytran Analysis 0 Table of Contents 1.0 PURPOSE.............................................................................................................................3 2.0 D E S I G N I N P U T/AS S U M P Tl O N S ......................... .. .... ... ........................... ............................... 4 3.0 C O M P U T E R PR O G R A M S U S E D .......... ................................................................................ 5
4.0 REFERENCES
........................................................................................................................5 5.0 M ETH O D O L O GY AN D C ALC U LATl O N S .............. .... .. ........................................ . . .......... . ...... 7
.5.1 DETERMINE WHICH ECCS TRAIN PRODUCES MAXIMUM MUT-1 DRAWDOWN.. .7 5.2 HYTRAN MODEL DEVELOPMENT.. . . .14 5.2.1 Nodes . .14 5.2.2 NCE's.. . . . . . . .. . .. 17 5.2.3 Tanks., . .32 5.3 DRAW DOWN ANALYSIS RUNS., .42 5.4 APPENDIX R ANALYSIS RUNS . . .44 6.0RESULTS...............................................................................................................48 1]
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, Number Pages Appendix A Piping Takeoff Information 28 Appendix B Mathcad MUT-1 Tank 6 Equations 4
Attachments 1 Telecon, Reference 4.13. 1 2 Telecon. Reference 4.21. 1 3 HYTN41 CRMUTSS.DAT input File . 6 4 HYTN41 CRMUTSS.OUT Output File 27 5 HYTN41 CRMUTSS.PL1 Output File 1 6 HYTN41 CRMUTSS.PL2 Output File 1 7 HYTN41 CRMUT1.DAT Input File . 7 O]
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8 HYTN41 CRMUT1.OUT Output File . 7 9 HYTN41 CRMUT1.PL1 Output File . 14 10 HYTN41 CRMUT1.PL2 Output File . 14 695 RET L'fe o' P a-' RE5P Nc+ar Eegepeneg
l 9 glorida U coa 8a!d OOCUMENT OENIWh,;ATON NQ DESIGN ANALYSIS / CALCULATION Crystal River Unit 3 Calculation M96-0007, MUT/BWST Hytran Analysis Page 2 of 49 RE VISION 0 l Number Pages l 11 HYTN41 CRMUT15.DAT Input File . . 7 I 12 HYTN41 CRMUT15.OUT Output File . 7 13 HYTN41 CRMUT15.PL1 Output File . 5 ' 14 HYTN41 CRMUT15.PL2 Output File . 5 15 HYTN41 CRMUT16.DAT Input File . 7 16 HYTN41 CRMUT16.OUT Output File . 7 17 HYTN41 CRMUT16.PL1 Output File . 5 18 HYTN41 CRMUT16.PL2 Output File . 5 l i (e
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- lorida DESIGN ANALYSIS / CALCULATION c[0y,ed Crystal River Unit 3 P-Page 3 of 49 (f4UMENT CENT 4CAION NQ RE VISQN Calculation M96-0007. MUT/BWST Hytran Analysis 0 1.0 Purpose The purpose of this calculation is to use the HYTRAN-PC Hydraulic Transient Analysis Computer Program to examine the drawdown of the Makeup tank (MUT-1) and the Borated Water Storage Tank (BWST) during worst case ECCS transient operation prior to the switchover to sump recirculation mode. More specifically, this calculation will determine whethter MUT-1 is emptied during the transient; which, due to the tanks initial H2 gas overpressure, could result in H2 gas entrainment in the common 6" MU pump suction header.
The above will be accomplished in several basic steps as described below: Step 1 Determine the ECCS Train (Train A or Train B) which due to its hydraulic characteristics, produces the maximum drawdown of MUT-1 during worst case ECCS operation. m Step 2 Model the worst case Train determined in step 1 using the HYTRAN-PC U computer code in sufficient detail to allow determination of the drawdown characteristics of both the BWST and MUT-1. Step 3 Perform a hydraulic transient drawdown analysis using the model developed in step 2. Worst case boundary conditions will be assumed for both tanks (i.e., minimum initial svater levels in both tanks, with maximum H2 gas overpressure in MUT-1) a id will be combined with worst case ECCS flow conditions (i.e., maxim am Building Spray (BS), Decay Heat Removel(DH), and Makup (MU) f!aw rates). The transient analysis will terminate either at ECCS switchoser to sump recirculation mode or when l MUT-1 is emptied, which ever comes first.
- Step 4 In addition to the above ECCS drawdown calculation, the model developed n in Step 2 will be used to evaluate the MUT-1 drawdown during a postulated i Appendix R scenario.
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(y 9 :lorida OMd (VAUMENT s(kNTfiC ATiON NO DESIGN ANALYSIS / CALCULATION Crystal River Unit 3 Calculation M96-0007. MUT/BWST Hytran Analysis Page 4 of 49 stE visoN 0
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2.0 Design input / Assumptions 2.1 BWST A. Start swapover when indicated level is 15'-0". Ref. 4.1 B. Swapover complete when indicated level is 9.8'. Ref. 4.1 However, run down to 7.0' indicated to cover , worst case. (Note - stop transient if gas from the ! MUT enters the 6" header prior to reaching 7.0') C. Gas pressure based on 5.5 inches (H2O) vacuum Ref. 4.18 breaker set pressure. D. Tank Dimensions Ref. 4.6 r^x Minimum allowable indicated level is 44.9 ft (prior Ref 4.15 1 E. () to transient) ) i F. Level Indication error is -2.0' Ref. 4.14, pg 118A I G. Transmitter string calibration offset is -34" Ref. 4.14, pg 112 2.2 MUT-1 ; i A. Minimum normal operational level is 55" Ref. 4.1 B. Level Instrumentation erro of -2.7 inches Ref. 4.17, pg 9 . C. Tank Dimensions Ref.%7. .g 5 - D. Tank overgas pressure of 12.08 psi at 55 inches Ref 4.19 i of level. E. Tank overgas pressure instrument error of 1.12 Ref 4.20 psi. I 2.3 DH System r {)j A. Flow prior to intiaticr of swapover is 3250 gpm Ref 4.1
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9coada'd O Crystal River Unit 3 Page 5 of 49 OOCUMENT 0ENTIFICA TK;N NO l 8tf.VtSON Calculation M96-0007, MUT/BWST Hytran Analysis O B. Flow prior to completion of swapover is 2386 Ref. 4.1 gpm. 2.4 BS System 1 A. Flow prior to intiation of swapover is 1600 gpm. Ref. 4.1 l B. Flow prior to completion of swapover is 1305 Ref. 4.1 ! gpm. 2.5 MUP A. Flow prior to intiation of swapover is 575 gpm. Ref. 4.1 B. Flow prior to completion of swapover is 575 gpm. Ref. 4.1 C. Only one pump operating Ref. 4.13 ! (" '(h) 2.6 Letdown System A. Target range temperature is 110-120 F. Ref. 4.1 n B. Maximum temperature is 123 F. Ref. 4.1
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3.0 Computer Programs Used z.', 3.1 HYTN41PT Revision 0. See Attachments 1,5 and 9 for input files. 1
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c , u}w 3.2f Microsoft Excel, Version 6.0. Used to generate plots of tank level versus time. < E 3.3, Mathcad, Version 5.0. Used to calculate tank models (Section 5.2.3). . c. 4.0 References c 4.1 Letter NND96-0053, from K. Ledzian to P. Bunker, " Transmittal of Design p \ / input" January 31,1996 4.2 Flow Diagrams for the Make-Up and Punfication System A FD-302-661, Sht 2. Rev. 55 B. F6-302-661, Sht 4, Rev. 59 679 5 RET Ute of P*amt REEP Nuciea Eag reeva
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(/ 9wadafd U Crystal River Unit 3 Page 6 of 49 DOCUMLNi lDLNN LA TION NO RE VIblON Calculation M96-0007, MUT/BWST Hytran Analysis o l 1 4.3 Flow Diagram for the Residual Heat Removal System A. FD-302-641, Sht 1, Rev. 55 B. FD-302-641, Sht 2, Rev,45 4.4 Calculation M96-0004, MUT-1 Dissolved Gas Evolution, Rev 0 4.5 Calculation M96-0006, MUT-1 Vapor Pressure Evaluation, Rev 0 4 4.6 Chicago Bridge and Iron Borated Water Storage Tank drawings A. General Plan, 4203-64-032-1. Rev. 2 l B. Details, 4203-64-032-2, Rev.1 4.7 Buffalo Tank Make-Up Tank Drawing M-6057, F.P.C. Rev. A 4.8 Piping Isometrics n A. PI-305-816, Sht 3, Rev. 0 : b 4.9 Buffalo Handbook, Buffalo Tank Corporation,1951 I l 4.10 C.R.C. Standard Mathematical Tables,1963 l l 4.11 Crane Technical Paper 410,19th printing,1980 x 4.12 1. E. Idel'Chik, Handbook of Hydraulic Resistance Coefficients of Local Resistance and of Friction" 1960, AEC-TR-6630 , 1 4.13 Telecon,2/5/96, P. Bunker. T. Hatch, B. Vaughn and K. Ledzian (Attachment l 1) arsup ' i. . . 4.14 Calculation I-91_-0012, "BWST Level Accuracy", Rev 2. ws 4.15 FPC-CR3 Survellance Procedure SP-300, Rev 133. 4 16 FPC Drawing 308-652, Rev 14. l 4.17 Calculation 191-0002, "MU Tank Level Loop Accuracy". Rev 0 : 4.18 Calculation M96-0008 Rev 0 l p 4 19 Operating Procedure OP-1038. Rev 15 i 4 20 Calculation DC-5515-018-26.01-ME, ~BWST Suction & MUT Suction Lines Tie-In Point Pressures", Rev 5 6M RET Lde o* Pvt RESP Hucteer E*g++eneg
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@coada*1 O Crystal River Unit 3 Page 7 of 49 DOCUMLNT OENTf CATOrd NO 4E dtSION Calculation M96-0007, MUT/BWST Hytran Analysis o 4.21 Telecon,2/21/96, P. Bunker, T. Hatch, and R. Clauson (Attachment 2) 4.22 CR3 Enhanced Technical Specification 3.5.4.1 Amendment 150 4.23 Calculation M96-0005, Rev. O.
5.0 Methodology and Calculations As explained in Section 1.0 of this calculation, a series of steps are needed to accomplish the objectives of this calculation. As such, this section will be subdivided into four subsections. 5.1 Determine Which ECCS Train Produces Maximum MUT-1 Drawdown ,O V During the initial period of ECCS operation, unequal flow is drawn from the BWST and MUT-1 tanks, until the pressures from each tank result in a balanced quasi steady state drawdown from both tanks.. The system will then continue to balance hydraulically as the level in both tanks continue to drop. The ECCS train that maximizes MUT-1 drawdown will be the train that develops the most frictional pressure losses between the BWST outlet and the tie-in point of the MUT-1 to the MU pump suction header (i.e., maximize friction pressure losses in order to minimize the pressure at the tie-in point of MUT-1 thus maximizing MUT-1 drawdown during the transient). Appendix A to this calculation contains the take-offs'for the piping section shown on Figure 5.1.1. Following are the friction head loss calculation from the BWST to the MUT-1 tie-in point for both ECCS Trains A and B. Data and assumptions used to perform these head loss calculation are:
- 1. All pipe is STD schedule.
l Therefore. 14" pipe d, = 13.25 " (Ref. 411. App B) 6" pipe d. = 6.065" (Ref. 411. App B > 4" pipe d, = 4.026" (Ref. 4.11. App. B) l p,
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DESIGN ANALYSIS / CALCULATION h, @ glorida veut tsr ossacaix;n no U coa 8afd Crystal River Unit 3 Page B of 49 acvison j Calculation M96-0007, MUT/BWST Hytran Analysis 0 i
- 2. ECCS pump flowrates:
For Train A, BSP-1 A = 1,600 gpm DHP-1A = 3,250 gpm l MUP-1 B = 575 apm Total = 5,425 gpm l For Train B, BSP = 1,600 gpm DHP-1B = 3,250 gpm , MUP-1B = 575 apm Total = 5,425 gpm l The trains are analyzed considering zero flow from the MUT. This condition will actually never occur; however, as the same conditions are assumed in both trains, the affects cancel causing the assumption to have no affect on the conclusion.
- 3. All elbows are long radius (i.e., r/d=1.5)
- 4. Piping lengths exclude elbow lengths.
- 5. Resistance coefficients, K (Ref. 4.11, Appendix A):
90 Elbow K = 12 ft 45 Elbow K = '/2
- 90 Elbow = 7fi Tee Run K = 20 f, Tee Branch K = 60 f Gate Valve K = 8 ft Check Valve K = 50 fi s- -
2 2 ! 10 ' Sudden Contraction Ki = 0.5 (1-d i /d ), 2 where subscript 1 and 2 refer to a- the internal diameters of the small and large pipes respectively. Pipe Entrance K=0.5 6 Turbulent friction factors. ft (Ref. 4.11, Appendix A): for 14" pipe fi = 0.013 for 6" pipe ft = 0.015 e, for 4" pipe f = 0.017 i l i
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Elorida DESIGN ANALYSIS / CALCULATION l'OWer CORPOR A TIOP4 Crystal River Unit 3 l Page 9 of 49 i OGs'UMENT ibENTifICA T S PeQ RE yifIUN l Calculation M96-0007. MUT/BWST Hytran Analysis o l l l Train A Pressure Loss Calculations Assume MUV-62, MUV-63 and MUV-70 are closed; MUV-73, MUV-68 and MUV-69 are open.
. From ooint L to point K:
flow = 5425 gpm pipe size = 14
- pipe length = 26.25 '
Kp,p. =i f * (L/D) = 0.013 *(26.25/(13.25/12)) Kp,p. = 0.3091 resistance coefficients: 1 - Pipe entrance i' = 0.500 2 - 90 Elbows K = 14
- 0.11
- 2 = 0.364 1/2 - Tee run K = 20*0 013
- O 5 = 0.130
('3 Total resistance coefficients, K=ngs = 0.944
'Y 1 Frictional Head Loss (ft. H20):
ht= 0.00259
- K
- O2/d,' (Ref. 4.11, Equation 3-14)
Where: K = Kw = Kp, + K=ng, r l l 0 = flowrate (gpm) l j d, = inside diameter of pipe (inches) i 2 ho = 0.00259 * (0.3091 + 0.9940)
- 5425 /13.25' ho = 3.2227 ft H2O
, r= c . . r. _ l W e From ooint K to point I: , ( m ss , , r: + -o.p . , j 1 i flow = 575 gpm ; +i pipe size = 6 " pipe length = 191.7345' Kp.p. =i f * (L/D) = 0.015 *(191.7345/(6.065/12)) l K,.e. = 5.6904 l resistance coefficients: l 9 - 90 Elbows K = 14
- O 15
- 9 = 1.8900 l 2 - 45 Elbows K = 7
- 015
- 2 = 0.2100 l 5/6 - Tee branch K = 60*0 015
- 5/6 = 0.7500 (gj 1 - Sudden Contr. K = 0.5 * (1-6.065 /13.25') = 0.3954 l
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l glorida DESIGN ANALYSIS / CALCULATION ( ) 9cdYa'd Crystal River Unit 3 Page 10 of 49 DOLUMEf 4f ICENTfiCA!K.iN No REvlSiON Calculation M96-0007, MUT/BWST Hytran Analysis 0 1 - Gate valve (MUV-73). K = 0.8
- 0.015 = 0.1200 1 - Check valve (MUV-72). K = 50
- 0.015 = 0.7500 1 - Tee branch K = 60*0.015 = 0.9000 1/2 - Tee run K = 20*0.015
- 0 5 = 0.1500 Total resistance coefficients, Keng, = 5.1654 2
he = 0.00259 * (5.6904 + 5.1654)
- 575 / 6.065' he = 6.8703 ft H2O
. From point I to point G:
flow = 575 gpm pipe size = 6 " pipe length =15.6880 ' Kpip. =i f * (L/D) = 0.015 *(15.6880/(6.065/12)) Kpip. = 0.4656 O resistance coefficients: V 1/2 - Tee run K = 20*0.015
- 0.5 = 0.1500 2 - Gate valves (MUV-68,69). K = 0.8
- 0.015
- 2 = 0.2400 q 1/2 - Tee run K = 20*0.015
- 0.5 = 0.1500
'r Total resistance coefficients, K%ng, = 0.5400 1 o
4 2 he = 0.00259 * (0.4656 + 0.5400)
- 575 / 6.065' ht= .6364 ft H2O .
Therefore, the total frictional head loss in ECCS Train A from the BWST (Point L ) to the tie-in point of MUT-1 to the MU pump suction header (point G) with the assumed flowrates~is:
- r er.d a:wg -1 pay Train A Frictional Head Loss, h4 = 3.2227 + 6.8703 + .6364 ; g, hA = 0.7294 ft H 2O 3 b
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9cera Power Crystal River Unit 3 Page 11 of 49 rvxuwsr areevice.rc .g u,, Calculation M96-0007. MUT/BWST Hytran Analysis 0 1 l l Train B Pressure Loss Calculations Assume MUV-68, MUV-69 and MUV-59 are closed; MUV-58, MUV-62 and MUV-63 are open.
. From point A to point B:
flow = 5425 gpm pipe size = 14 " pipe length = 37.5417' Kp,p. = tf * (L/D) = 0.013 * (37.5417 / (13.25/12)) K,,p. = 0.4420 resistance coefficients: 1 - Pipe entrance K = 0.5000 1 - 90 Elbow K = 14
- 0.13 = 0.1820
() V 2 - 45 Elbows K = 7
- 0.13
- 2 = 0.1820 1 1/2 - Tee run K = 20*0.013
- 1.5 = 0.3900 Total resistance coefficients, Ken, = 1.2540 2 d ht = 0.00259 * (0.4420 + 1.2540)
- 5425 /13.25 he = 4.1943 ft H2O
. From point B to point C:
flow = 575 gpm pipe size = 6 " : pipe length = 160'6244'. Kp,p. = fi (ll/D) = 0.015 * (160.0244 / (6.065/12)) Kp,p. = 4.7493 resistance coefficients: 12 - 90: Elbows K = 14
- 0.15
- 12 = 2.5200 3 - 45 Elbows K = 7
- 0.15
- 3 = 0.3150 5/6 - Tee branch K = 60*0.015
- 5/6 = 0.7500 2 2 1 - Sudden Contr. K = 0.5 * (1-6.065 /13.25 ) = 0.3954 1 - Gate valve (MUV-58). K = 0.8
- 0.015 = 0.1200 1 - Check valve (MUV-60). K = 50
- 0.015 = 0.7500 p 1 - Tee branch K = 60*0.015 = 0.9000 Q 1/2 - Tee run Total resistance coefficients, K = 20*0 015
- 0 5 = 01500 Km,, = 5 9004 n., av v,. o .-.e w .s...e,~.-,
- lorida DESIGN ANALYSIS / CALCULATION cmyyo Crystal River Unit 3 (j\
( DCCUMENT IC.ENTIFiC. A flON NO Page 12 of 49 REV60N l l Calculation M96-0007, MUT/BWST Hytran Analysis 0 l 2 ! he = 0.00259 * (4.7493 + 5.9004)
- 5775 / 6.065' ht= 6.7398 ft H2O
. From point C to point F:
1 . flow = 575 gpm , pipe size = 6 " ! pipe length =14.9374 ' K,,,. = fi * (L/D) = 0.015 * (14.9374 / (6.065/12)) K,,,, = 0.4433 resistance coefficients: 1/2 - Tee run K = 20*0.015
- 0.5 = 0.1500 2 - Gate valves (MUV-62,63). K = 0.8
- 0.015
- 2 = 0.2400 .
1/2 - Tee run K = 20*0 015
- 0.5 = 0.1500 Total resistance coefficients, Ken, = 0.5400 2 d ht = 0.00259 * (0.4433 + 0.5400)
- 575 / 6.065 f)
C he = .6223 ft H2O Therefore, the total frictional head loss in ECCS Twin B from the BWST (Point A ) to the tie-in point of MUT-1 to the MU pump suction heaaer (point F) with the assumed flowrates is: Train A Frictional Head Loss, hA = 4.1943 + 6.7398 + .6223 h4 = 11.5564 ft H2O Since the frictional head loss in ECCS Tran B (11.5564 ft H2 O) exceeds the loss in Train A (10.7294 ft H 2O), we conclude that Train B will maximize the drawdown of MUT-1 and should be used for the HYTRAN computer model. I n I
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- lorida DESIGN ANALYSIS / CALCULATION 30Wer coaPoaarm Crystal River Unit 3
[ Page 13 of 49 DQC.cane ENT CENitFica rioN No RE v@ON Calculation M96-0007, MUT/BWST Hytran Analysis O m l l BWST , MUT-1 ! i i L A s i
/ -200 i
ih
- -100 A'<% E /
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.E .E l, 2 m- m MW45 NCE's (6041) i NCE's (1-29) c' Nodes (58-60)
NCE's (67-75) lt Nodes (1-29) x'g - i lDW ( gm Nodes (64-72) pk 4. MUP-1C - MW-59 ,. MW-64 14" -14" NCE's (38-58) Nodes ( 36-57)' NCE's (64-65)
,s NCS's (32-36) Nodes (61-63) '; !a4 l
Nodes (30-35) 1 h)<[-- T E $ , l . _ , C
! BjQ6" Es . l MW42 Mwa3 i
! l B'
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MUV-58 MUV40 NCE's (77-78) y From DH Nodes (73 -75) l I
; To BS/DH Pumps
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e v s. MUP-1 A MUP-1 B Mi)V-70 - MUV-66 , l' E
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6"--- Ko MUV-73 MUV-72 e I H MUV-69 MG MUV-68 e (- , (.} y Figure 5.1.1 QV RET .*e at Psaet RESP' Nucner Eeg ree' *g
i 1 DESIGN ANALYSIS / CALCULATION lorida l c:maoYafd O Crystal River Unit 3 v'
) Page 14 of 49 DOCUMLNT IDEN71fICAI6ON NO RE y S'J e Calculation M96-0007. MUT/BWST Hytran Analysis 0 i
I 5.2 HYTRAN Model Developrnent Based on the conclusion of Section 5.1, ECCS Train B will be modeled with the HYTRAN computer code. This section (5.2) of the calculation is divided into three subsections; the first addressing Nodes, the second NCEs flow (elements), and the third Tanks (BWST and MUT-1). 5.2.1 Nodes Refering to Figure 5.1.1, the piping included in the HYTRAN model extends from Point A through point H, inclusive. Model nodes are generated based upon the following data and assumptions:
- 1. All pipe is STD schedule.
O Therefore, 14" pipe d, = 13.25 " (Ref. 4.11, App. B) U' 6" pipe d, = 6.065" (Ref. 4.11, App. B) ' 4" pipe d, = 4.026" (Ref. 4.11, App. B) 6 C 2. In general, a given model volume will not exceed the volume of its neighboring nodes by more than 50%. u n
- 3. Typical model nodes will be approximately 1.0 to 1.5 ft' in volume.
- 4. All nodes will be assumed to be at 100 F. .
- 7 Appendix A to this calculation contains the piping take-offs used to generate the_ , y e 4 follo. wing model node data: "g ;j
. From Point A to Point B pipe size = 14 "
y total pipe length = 43.7906 ' total volume = n
- d,2
- L / 4
= H * (13.25/12)2
- 43.7906 / 4
= 41.9315 ft' Use 29 nodes (Node #1 through Node #29, inclusive) each with a volume of , 41.9315/29 = 1.4459 ft' C) = From Point B to Point 8' (6"
- 6"
- 6" tee just past MUV-60 @ El 96'-0")
pipe size = 6 - - total pipe length = 41.4833 '
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glorida DESIGN ANALYSIS / CALCULATION cMd Crystal River Unit 3 {) DOCUMENT IDENT4 CA hGtd NQ Page 15 of 49 R E VISJON Calculation M96-0007. MUT/BWST Hytran Analysis 0 total volume = n
- d,2
- L / 4
= n * (6.065/12)2 41.4833 / 4
= 8.3227 ft Use 6 nodes (Node #30 through Node #35, inclusive) each with a volume of 8.3227 /6 = 1.3871 ft'
. From Point 8' to Point C pipe size = 6 "
total pipe length = 134.9283' total volume = n
- d,2 . g j 4
= n * (6.065/12)2
- 134.9283 / 4
= 27.0702 ft
.. Use 22 nodes (Node #36 through Node #57, inclusive) each with a volume of 27.0702 /22 = 1.2305 ft'
. From Point C to Point D pipe size = 6 " and 4" elbow
'- total 6" pipe length = 17.5647-0.7854 = 16.7793 ' total 4" pipe length = 0.7854 ' total 6" volume = n
- d,2 . L / 4
= n * (6 065/12)2 *16.7793 / 4 ,
" = 3.3664 ft' tot'al 4' volume = n
- d,'
- L / 4
= n * (4.026/12)2
- 7854 / 4
= 0.0694 ft total volume = volume 6" pipe + volume 4" pipe
= 3.3664 + 0.0694 "9m E = 3.4358 ft' i 2
**Dse'3 nodes (Node #58 through Node #60, inclusive) each with a volume of 3."4358/3 = 1.1453 ft' 1
. #r'om Point C to Point F pipe size = 6 "
, total pipe length = 14.9374' j
! total volume = n
- d,2
- L / 4 ,
= n * (6.065/12)2 14.9374 / 4
= 2.9968 ft
(~] Use 3 nodes (Node #61 through Node #63, inclusive) each with a volume of 'V 2.9963/3 = 0.9989 ft l
.s y RET Lde c' P a*+ RESP Ncwa' Eagiem*1
glorida DESIGN ANALYSIS / CALCULATION 9 coOoT8d Crystal River Unit 3 Page 16 of 49 DOCUMENT IDENTihCA TiGf t NO RE VIVJN Calculation M96-0007, MUT/BWST Hytran Analysis 0
. From Point E to Point F pipe size = 4 "
total pipe length = 102.0624' total volume = H
- d,2
- L / 4
= H * (4.026/12)2 102.0624 / 4
= 9.0228 ft' Use 9 nodes (Node #64 through Node #72, inclusive) each with a volume of 9.0228 /9 = 1.0025 ft
. From Point F to Point H pipe size = 6 " and 4" elbow total 6" pipe length = 18.5022-0.7854 = 17.7168 '
total 4" pipe length = 0.7854 ' total 6" volume = H
- d,2
- L / 4
= H * (6.065/12)2 *17.7168 / 4
= 3.5545 ft'
'j i total 4" volume = H
- d,2
- L / 4
= H * (4.026/12)2
- 7854 / 4
= 0.0694 ft total volume = volume 6" pipe + volume 4" pipe
= 3:5545 + 0.0694
= 3.6239 ft' Use 3 nodes (Node #73 through Node #75, inclusive) each with a volume of 3.6239/3 = 1.2080 ft'
. Model Boundary Nodes
- 1. The discharge' point of the BWST and MUT-1 are modeled by Boundary Nodes #100End #200 respectively. Refer to calculation Section 5.2.3 for developernent of these rnodel nodes.
- 2. A fixed flow NCE (see Section 5.2.2 of this calculation for development of NCE data) will be used to represent the flow that exits the model at Node #29 (i.e., the sum of the flowrates through BSP-1B and DHP-18).
Therefore. this fixed flow NCE is connected to " dummy" Boundary Node #997. p) C
- 3. A fixed flow NCE (see Section 5.2.2 cf this calculation for development of NCE data) will be used to represent the flow that exits the model at Node #75 (i.e., through MUP-1B). Therefore. this fixed flow NCE is connected to " dummy" Boundary Node #999.
695 RET Lee W Pet RESP Neer Engre**~eg
l 1 I fil glorida DESIGN ANALYSIS / CALCULATION l
,9{ =D4fd Crystal River Unit 3 l
() cec (.UW * ): I# FILA 7ON WJ Page 17 of 49 REVibaON Calculation M96-0007. MUT/BWST Hytran Analysis 0
- 4. A fixed flow NCE (see Section 5.2.2 of this calculation for development of NCE data) can be used to represent the flow that exits the model at Node #60 (i.e., through MUP-1C). If this path is required, a fixed flow NCE should be connected to " dummy" Boundary Node #998.
However, since this path is closed during the analysis the NCE is commented out in the HYTRAN model. 5.2.2 NCE's
- I Section 5.2.2 of this calculation is divided into two subsections. The first addresses l I
NCE data for all elements except tees; the second addresses tees. 5.2.2.1 Development of NCE data ior HYTRAN, excluding Tees Refering to Figure 5.1.1, the piping included in the HYTRAN model extends ! 's from Point A through Point H, inclusive. Model NCE's (Node Connecting Elements) are generated based upon the following data and assumptions:
- 1. All pipe is STD schedule. Therefore:
14" pipe d, = 13.25 " A = 0.9575 ft2 (Ref. 4.11, App. B) 6" pipe d, = 6.065" A = 0.2006 ft2 (Ref. 4.11, App. B) 4" pipe d, = 4.026" A = 0.0884 ft2 (Ref. 4.11, App. B)
- 2. All elbows are long radius (i.e., r/d=1.5)
- 3. Piping lengths exclude elbow lengths. Pressure loss due to elbow length are included in the resistance coefficient (K) for the elbow.
- 4. Resistance coefficients (K) are generated based on the following (Ref.
4.11, Appendix A): 90" Elbow K = 14ft 45" Elbow K = '/2
- 90: Elbow = 7fi Gate Valve K = 8 ft Check Valve K = 50 f Sudden Contraction Ki = 0 5 (1-di2/d 2)2 where subscript 1 and 2 refer p to the internal diameters of the small and large pipes respectively.
Contraction (0 i 453) Ki = 0.8 (sin 6/2)(1-p2) Pipe Entrance K=0.5 m en . .- n s, e... ev .,,
glorida DESIGN ANALYSIS / CALCULATION f l,g) 9maDafd Crystal River Unit 3 Page 18 of 49 OVCUMt.NT OENTIFCAIGN NO REvt310N Calculation M96-0007, MUT/BWST Hytran Analysis 0
- 5. Turbulent friction factors, fi (Ref. 4.11, A-26):
for 14" pipe fi = 0.013 for 6" pipe fi = 0.015 for 4" pipe fi = 0.017
- 6. Pipe roughness is assumed to be 0.0018" (0.00015') representing commercial steel piping (Ref 4.11, A-23)
- 7. Resistance coefficients for tee branches and runs are based upon Ref 4.12, and are developed in Section 5.2.2.2 of this calculation.
Appendix A of this calculation contains the piping take-offs used to generate the following model NCE data: O . From Point A to Point B (NCE #1 throuah NCE #29) O pipe size = 14", . area = 0.9575 ft2 pipe length = 37.5417 ' A elevation = (86'-3'/4 ") - (120'-6") = -34.1875' Let NCE #15 represent the length of pipe and elevation change. Therefore, for NCE #15: ITY = 1 AX = 0.9575 ft2 XL = 37.5417' XK = 0.0018" GR = 32.2
- cos[ 90 + sin(A elevation ' pipe length)]
GR = 32.2
- cos[ 90 2+ sin(-34.1875/37.5417) }
GR = 29.3231 ft/sec Resistance coefficients in this pipe run include: 1 - Pipe entrance @ BWST K = 0.5000 1 - 90' Elbow K = 14
- 0.013 = 0.1820 2 - 45 Elbows K = 7
- 0.013
- 2 = 0.1820 1 - 14"*14"10" Tee run (see 5 2 2 2 #7 a) K = 0 2600 Total resistance coefficients, K i m, = 1.1240 O
Q Distribute K., evenly over the remaining NCEs in this pipe run. Therefore for NCEs #1 though #14. and NCEs #16 through #29. , ITY = 0 2 AX = 0.9575 ft 6% RET Lde o' & a-' 8E SP %:.es Eng+eereg
I f3
)
9 glorida O wada'd LIOCUMLNT ICA.Nilf n AflON NO DESIGN ANALYSIS / CALCULATION Crystal River Unit 3 Calculation M96-0007. MUT/BWST Hytran Analysis Page 19 of 49 RE viSiO*4 o 1 XL = 1.0' XK = 1.1240/28 = 0.04014 GR = 0.0
. From Point 8 to Point B'(NCE #32 throuah NCE #36) l (6"*6"*6" tee just downstream of MUV-60 @ 96'-0") l pipe size = 6", . area = 0.2006 ft' pipe length = 36.0209 ' i A elevation = (96'-0") - (86'-3'/4") = 9.6875 Let NCE #34 represent the length of pipe and elevation change.
Therefore, for NCE #34: ITY = 1 2 AX = 0.2006 ft XL = 36.0209 XK = 0.0018" /7 GR = 32.2
- cos[ 90 + sin"(A elevation / pipe length) ]
O GR = 32.2
- cos[ 902 + sin"(9.6875/36.0209) ]
GR = -8.6599 ft/sec Resistance coefficients in this pipe run include: ^ MUV-58 (gate) K = 8
- 0.015 = 0.1200 o MUV-60 (check) K = 50
- 0.015 = 0.7500 0 4 - 90 Elbow K = 14
- 0.015
- 4 = 0.8400 1 -45 Elbows K = 7
- 0.015 = 01050 Total resistance coefficients, Keu = 1.8150
., n Distribute Kiu evenly over the remaining NCEs in this pipe run. -
m Therefore for NCEs #32,33,35, and 36: M Yn ITY = 0 -
- 2 AX = 0.2006 ft' '
XL = 1.0' XK = 1.8150/4 = 0.45375 GR = 0.0
. From Point 8' to Point C (NCE #38 throuoh NCE #58) 2 pipe size = 6", area = 0.2006 ft pipe length = 124.0035' g)
( a elevation = (104'-6") - (96'-0") = 8.5' Let NCE #48 represent the length of pipe and elevation change. Therefore, for NCE #48: - RET Lree o' Ptam RESP Nwcear f eg++e*g e 9s
glorida DESIGN ANALYSIS / CALCULATION O wa M d Crystal River Unit 3
,) Page 20 of 49 WUMLP4T 30LNTeFoaig,pe4 rao RE yts4QN Calculation M96-0007, MUT/BWST Hytran Analysis o l
i ITY = 1 l 2 < AX = 0.2006 ft XL = 124.0035' XK = 0.0018" ; GR = 32.2
- cos[ 90 + sin(A elevation / pipe length)]
GR = 32.2
- cos[ 90a + sin(8.5/124.0035)]
GR = -2.2072 ft/sec Resistance coefficients in this pipe run include: 8 - 90 Elbow K = 14
- 0.015
- 8 = 1.6800 2 - 45 Elbows K = 7
- 0.015
- 2 = 0 2100 l Total resistance coefficients, Kui = 1.8900 !
Distribute Kiu evenly over the remaining NCEs in this pipe run. Therefore for NCEs #38 through #47, and NCEs #49 through #58: ITY = 0 O, AX = 0.2006 ft 2 V XL = 1.0' XK = 1.8900/20 = 0.09450 GR = 0.0 y
. From Point C to Point D (NCE #60 and 61)(Closed in Final Analysis)
> pipe size = 6", area = 0.2006 ft 2 pipe length = 14.8512' A elevation = (97'-2'/ 2") - (104'-6") = -7.2917' alet NCE #61 represent the length of pipe and elevation change.
Therefore, for NCE #61: : 02 + ' ITY = 1 2 AX = 0.2006 ft XL = 14.8512' ; N XK = 0.0018" GR = 32.2
- cos[ 90 + sin(a elevation / pipe length)]
GR = 32.2
- cos[ 90 2+ sin(-7.2917/14.8512) )
GR = 15.8097 ft/sec Resistance coefficients in this pipe run include: MUV-59 K = 8
- 0.015 = 0.1200 g)
( 1 - 90 Elbow K = 14
- 0.015 = 0.2100 1 45 Elbows K = 7
- 0 015 = 0.1050 (listing continued ned page)
, i :
etS R ET L *e / *1a e PE5P 'oc:ea Ea3++e mg
glorida DESIGN ANALYSIS / CALCULATION ) cc=Nd Crystal River Unit 3 y/ Page 21 of 49 j occuuent iucuwanos so won l Calculation M96-0007, MUT/BWST Hytran Analysis o l l i 1 - 6"
- 4" reducer K = 0.4203 The reducer is modeled as a contraction with length of 5.5"-
K2 = 0.8 (sin 0/2)(1-p2 ) / p' (Ref. 4.11, A-26) where subscript i refers to the 4" pipe, subscript 2 to the 6" pipe, and 0 to the included angle between the two sides on the ! reducer. Therefore: tan (0/2) = ((6.065-4.026) / 2] / 5.5 solving for 0 gives 0 = 21.003 Also, p = (d i/d2)2 = e 26 5)2 p = 0.6638 K2 = 0. 8 (sin 0/2)(1-p2) / p' 2 K2 = 0. 8 (sin 21.003/2)(1-0.6638 ) / 0.6638' CN K2 = 0.4203 1 - 90 Elbow (4") K = 1.2258 For the 4" elbow, Ki = 14f = 14
- 0.017 = 0.2380 in terms '.,r the 6" pipe K2 = Ki/ ( di /d2 '), l therefere:
K2 = 0.2380/( 4.026'/6.065') K, = 1.2258 Total resistance coefficients, Keu = 2.0811 l Therefore, assign Keu to NCE #60, the remaining NCE in this pipe run. j ITY = 0 2 AX = 0.2006 ft XL = 1.0' XK = 2.0811 GR = 0,0
. From Point C to Point F (NCE #64 and 65) pipe size = 6" area = 0.2006 ft*
pipe length = 14.9374* 3 elevation = (104'-6") - (104'-6") = 0.0' g Q Let NCE #65 represent the length of pipe and elevation change. Therefore, for NCE #65. ITY = 1 - 2 : AX = 0 2006 ft a n v. o.. , as s, ..o.. e v-,
glorida DESIGN ANALYSIS / CALCULATION fq \.j 9cMafd Crystal River Unit 3 Page 22 of 49 kE vnSC#4 LX.4UML NT iDENT 4 K. A T EON r40 Calculation M96-0007. MUT/BWST Hytran Analysis o XL = 14.9374 XK = 0.0018" GR = 0.0 Resistance coefficients in this pipe run include: MUV-62 K = 8
- 0.015 = 0.1200 MUV-63 K = 8
- 0.015 = 0.1200 Total resistance coefficients, Km = 0.2400 Therefore, assign Kw to NCE #64, the remaining NCE in this pipe run.
ITY = 0 2 AX = 0.2006 ft XL = 1.0' XK = 0.2400 GR = 0.0 ,
. From Point E to Point F (NCE #67 throuah NCE #75) 2 pipe size = 4", area = 0.0884 ft pipe length = 97.1354 '
A elevation = (104'-6") - (120'-11") = -16.4167' Let NCE #71 represent the length of pipe and elevation change. Therefore, for NCE #71: ITY = 1 AX = 0.0884 ft' XL = 97.1354' XK = 0.0018" GR = 32.2
- cos[ 90 + sin"(A elevation I pipe length) ]
GR = 32.2
- cos[ 90 + sin"(-16.4167'/97,1354) )
2 GR = 5.4421 ft/sec , Resistance coefficients in this pipe run include: l 1 - Pipe entrance @ MUT-1 K = 0.5000 5 - 90' Elbow K = 14
- 0.017
- 5 = 1.1900 2 - 45 Elbows K = 7
- 0.017
- 2 = 0.2380 MUV-65 (check) K = 50
- 0.017 = 0.8500 MUV-64 (gate) K = 8
- 0.017 = 0.1360 1 - 4"*4~*3" Tee run (see 5 2 2 2 #7 b) K = 0 3400 p/
C Total resistance coefficients, Kw = 3.2540 Distnbute Kiu evenly over the remaining NCEs in this pipe run. Therefore for NCEs #67 though #70, and NCEs #72 through #75: i l RET L4e of Pia- RESP Nctear Eag.reen*3 en
9 c:lorida ay,ed O DOCWENT lDLNif g,ATK#4 hv DESIGN ANALYSIS / CALCULATION Crystal River Unit 3 Calculation M96-0007. MUT/BWST Hytran Analysis Page 23 of 49 RE V40N o ITY = 0 2 AX = 0.0884 ft XL = 1.0' XK = 3.2540/8 = 0.40675 GR = 0.0 NCE #68 in the 4" discharge pipe from the MUT is used to model check valve MUV-65. When the flow in NCE 68 becomes negative (i.e., flow is into the MUT) the K value is changed from 0.40675 to 99999999.0. When the pressures and levels rebalance and water wants to leave the MUT (i.e., flow is positive) then K68 is changed back to 0.40675.
. From Point F to Point H (NCE #77 and 78) 2 pipe size = 6", . area = 0.2006 ft pipe length = 15.7887' A elevation = (97'-2'/ 2") - (104'-6") = -7.2917' O
Let NCE #78 represent the length of pipe and elevation change. Therefore, for NCE #78: ITY = 1 c 2 AX = 0.2006 ft XL = 15.7887' , XK = 0.0018" GR = 32.2
- cos[ 90 + sin(a elevation / pipe length)]
GR = 32.2
- cos[ 90 + sin '(-7.2917/15.7867)]
2 GR = 14.8709 ft/sec Resistance coefficients in this pipe run include: 1 - 90 Elbow K = 14
- 0.015 = 0.2100 1 - 45 Elbows K = 7
- 0.015 = 0.1050 MUV-66 (gate) K = 8
- 0.015 = 0.1200 1 - 6"
- 4" reducer K = 0.4203 1 - 90' Elbow (4") K = 1.2258 1 - 6"*6"*6' tee branch (see 5 2 2 2 #7 c) K = 14500 Total resistance coe'ficients Kew = 3.5311 q Note: For 6"
- 4' reducer and 4" 90 elbow resistance coefficient develpment. see Point C to Point D calculation.
Therefore, assign Kew to NCE #77. the remaining NCE in this pipe run. ITY = 0
.n t,.o,m. ,nes, u ...e v ,
1 i l lorida DESIGN ANALYSIS / CALCULATION c*Dfd Crystal River Unit 3 (,,) Page 24 of 49 (KEUMENT IDEN'J ',A M>N t40 RE vi5 ION Calculation M96-0007, MUT/BWST Hytran Analysis o AX = 0.2006 ft' XL = 1.0' XK = 3.5311 GR = 0.0 l
. Other NCE's NCE #30 is a fixed flow NCE representing the sum of the flowrates ,
through BSP-1B and DHP-18. The initial flow rate is 4850 gpm (1600+3250) and the flowrate prior to completion of swapover is 3691 i (1305+2386). Therefore, for NCE #30: ITY = -1 AX = 0.9575 ft2 XL = 1.0' ;
,r N XK = fluid velocity d = [4850 gal / min
- 1 min /60 sec
- 1 ft'/7.4805 gal] / 0.9575 ft'
= 11.28551 ft/sec initially i
l 2
= [3691 gal / min
- 1 min /60 sec
- 1 ft'/7.4805 gal] / 0.9575 ft
- o. = 8.58862 ft/sec prior to completion of swapover .;
1 GR = 0.0 .. VEL = XK NCE's #62 and 79 are fixed flow NCE's representing the flowrates through MUT-1C and MUP-1B respectively (i.e.,575 gpm each). Therefore, for NCE's #62 and 79: ITY = -1 ' AX = 0.2006 ft' XL = 1.0' XK = fluid velocity 2
= [575 gal / min
- 1 min /60 sec
- 1 ft /7.4805 gal] / 0.2006 ft
= 6.38638 ft/sec GR = 0.0 VEL = XK = 6.38638 ft/sec ! /~'%
V
, . . , - . . . . . , , . , ~ . . . , . - ,
-lorida DESIGN ANALYSIS / CALCULATION c OMd Crystal River Unit 3 O
O Page 25 of 49 vuea w.uw on na uu,ww Calculation M96-0007, MUT/BWST Hytran Analysis o 5.2.2.2 Development of NCE data for HYTRAN Tees Tee branch and run resistance coefficients (K) for the HYTRAN model are generated based upon Section Vil, " Stream Junctions and Divisions" of Reference 4.12 (Handboook of Hydraulic Resistance coefficients of Local Resistance and of Friction). The K's are function of various tee parameters including size, velocities and flowrates. This will require calculating the K's for each time step in the VAB of the HYTRAN model. The following sketches diagram the tees showing nomenclature used in the formulas: Converaina Tee Diveraina Tee oe.Fe ; en.F- ; oc.Fc ; etFs ; a O\ gg gg b Fe Fe v Where: F = Area e = Mean velocity D = Diameter h = height (same as Diameter) O = Volumetric Flowrate G = Resistance coefficient When using this reference, several options are available for determining the resistance coefficients (K) for the tee's:
- 1. Wye of the type F,+Fe > Fe
- 2. Improved shape wye of the type F,+Fe > Fc
- 3. Standard threaded malleable iron tee of the type F,+Fe > Fc The Standard threaded tees have losses which are much higher than the two welded types, due to the annular protuberance inside a threaded fitting.
These losses are conservatively high for a welded piping system, and as such will not be used. Comparison of the two welded wyes show the improved shape wye has only slightly lower losses for typical cases in our analysis. The normal wye is therefore chosen due to the conservative losses and ease of application (equations are provided versus having to interpolate from tables for the improved shape wye) The following paragraphs develop K's based on the normal wye for each split flow tee in the model. RET Lde of Pe RESP %c en Eagmer 1 e 95
l (
/_' .
~
9 gUMd c=lorida occuuea wcocco.~o DESIGN ANALYSIS / CALCULATION Crystal River Unit 3 Calculation M96-0007, MUT/BWST Hytran Analysis Page 26 of 49 at v, Son o i
)
l I l i
- 1. For the 14" x 14" x 6" tee branch at NCE #31.
Use Diagram 7-21 for a diverging 90 tee branch with hJhc s 27, l hdhc = 6.065/13.25 = .46, which is less than2 3/ making this approach valid. Therefore: (c.e = A'[1 + (edec )2 - 2(edee )cosa) Since a = 90 , the last term in the equation is equal to zero, reducing j the equation to: l (ce = A'[1 + (oJe e)2) A' is a function of eJo, . The ode cterm will be calculated in the VAB based on the velocity terms for NCEs 31 and 29 (i.e., G31/G29). If s
) G31/G29 is greater than 0.8 then A' is equal to 0.9, otherwise A' is equal to 1.0. j Since the value of (e e is based upon the velocity in the common 14" pipe and since the K is modeled in the 6" branch, Ge.e must be multiplied by the ratio of the squares of the velocity in the 14" pipe (G29) to the velocity in the 6" pipe (G31). Therefore: ,
l K31 = A' * [1 + (G31/G29)2] * (G29/G31)2 K31 initial is approximately: L - G312 4 f/s - G29 a 12 f/s G31/G29 = .33 A' = 1.0 K31,nu a (1 + .33 2)*(1/.33)2 = 10.0
- 2. For the 6" x 6" x 6" tee branch at NCE #37. (Note this tee is not modeled in this analysis with flow out the run. The K is only calculated here for future model changes).
Use Diagram 7-21 for a diverging 90 tee branch with hdh = 1.0 hJhc = 1.0, Therefore. m ,o s. o .,a w ~ - ..e ,.. -,
1 l , G Q 9 c:lorida U88 u<>cw o, m urscesnuo DESIGN ANALYSISICALCULATION Crystal River Unit 3 Calculation M96-0007, MUT/BWST Hytran Analysis Page 27 of 49 n un>n o (e e = A'[0.34 + (ode )2) A' is a function of eJe c. The ede term e will be calculated in the VAB based on the velocity terms for NCEs 37 and 36 (i.e., G37/G36). If l G37/G36 is greater than 0.8 then A' is equal to 0.9, otherwise A' is l equal to 1.0. I Since the value of (e eis based upon the velocity in the common 6" pipe and since the K is modeled in the 6" branch, (c e must be multiplied by the ratio of the squares of the velocity in the 6" run pipe (G36) to the velocity in the 6" branch pipe (G37). Therefore: l K37 = A' * [0.34 + (G37/G36)2] * (G36/G37)2 1 K37 initialis approximately: e dee = 1.0 A' = 1.0 (V) K37,nu = .9 * (.34 + 1.0)*1 = 1.2 l
- 3. For the 6" x 6" x 6" tee branch at NCE #59. (Note this tee branch is t not modeled in this analysis with flow, as the C pump is considered isolated during this event. The K is only calculated here for future model changes).
Use Diagram 7-21 for a diverging 90 tee branch with he/h = 1.0 l hdhe = 1.0, Therefore:
*i _; u,.
(c e = A'[0.34 + (odo )2) e
% A' is a function of eJo e. The ode, term will be calculated in the VAB ' -
- E based on the velocity terms for NCEs 59 and 58 (i.e., G59/G58). If G59/G58 is greater than 0.8 then A' is equal to 0.9, otherwise A' is equal to 1.0.
Since the value of ;c eis based upon the velocity in the common 6" pipe and since the K is modeled in the 6" branch, ;u must be multiplied by a the ratio of the squares of the velocity in the 6" run pipe (G58) to the Q velocity in the 6" branch pipe (G59). Therefore: K59 = A' * [0.34 + (G59/G58)2] * (G58/G59)2 6 95 stgT Lee of P*a-' RESP %cies Eag eeeaag
l I l Q 9 glorida waNafd DOCUMENT 3DENIf 4AfiOte NO DESIGN ANALYSIS / CALCULATION Crystal River Unit 3 Calculation M96-0007, MUT/BWST Hytran Analysis Page 28 of 49 RE VISION 0 I j l l J
- 4. For the 6" x 6" x 6" tee run at NCE #63.
l Use Diagram 7-23 for a diverging 90' tee run with eJoe s 1.0 Therefore: , l Co. = 0.4 [1 -(oJo e)]2 j The odo cterm will be calculated in the VAB based on the velocity terms l for NCEs 63 and 58 (i.e., G63/G58). l Since the value of (e.is based upon the velocity in the common 6" pipe and since the K is modeled in the 6" downstream run, Ge. must be , multiplied by the ratio of the squares of the velocity in the common 6" run pipe (G58) to the velocity in the 6" downstream pipe (G63). (v ) Therefore:
\
K63 = 0.4* [1 -(G63/G58)2] * (G58/G63)' ; 4 If K63 calculates to 0, then use Crane loss of 20f.i % K Crane = 20 * .015 = 0.3
- 5. For the 6" x 6" x 4" converging tee run at NCE #66.
Use Diagram 7-7 for a converging 90 tee run. 7
* * ' Therefore: + 's
~' i '
(c. = 1.55 * (OJOc) - (OJOe)' ; The (OJQe) term will be calculated in the VAB based on the flowrates (velocity times area) for NCEs 76 and 77 (i.e. (G76*X76)/(G77*X77)). Since the value of ;c ,is based upon the velocity in the common 6" pipe run and since the K is modeled in the 6' upstream run, ;c 3 must be r- multiplied by the ratio of the squares of the velocity in the common 6" ; run pipe (G77) to the velocity in the 6" upstream run pipe (G66). l Ii e +5 prT u, d Eaat RESP hucter Eag nee ~eg
glorida DESIGN ANALYSIS / CALCULATION (
)
9 cceD8d Crystal River Unit 3 Page 29 of 49 DC%VMENT OENTF( A Tore NO red 60N Calculation M96-0007. MUT/BWST Hytran Analysis 0 Therefore: Variable QBQC is calculated as equal to (G76*X76)/(G77*X77), and 2 K66 = [1.55
- QBOC - QBQC ]* (G77/G66)2 This K is adjusted to account for velocity head affects when the branch flow is very small. See the following paragraph for details.
K66 initial is approximately: G76 s 8 f/s G77 s 6 f/s G66 s 2.5 f/s X76 = 0.0884 ft 2 X77 = 0.2006 ft 2 OBQC = .59 2 K66,nu s (1.55*.59 .59 ).(6/2.5)2 = 3.3 O 'v'
- 6. For the 6" x 6" x 4" converging tee branch at NCE #76.
Use Diagram 7-7 for a converging 90* tee branch. (c 3 = A' * [1 + (QJQe*F,/Fe)' - 2*(1 - QJQc)2) A' is a function of FJFe . The FJFe term is equal to .0884/.2006 = 0.4407. Therefore, A' is set at 0.75 based on Table 7-4. a. Variable QBQC is calculated as equal to (G76*X76)/(G77*X77), thereforeW T (c e =n7{* [1 + (0B0C/0.4407)2 - 2*(1 - QBOC)*] Since the value of (c e is based upon the velocity in the common 6" pipe run and since the K is modeled in the 4" branch. (c e must be multiplied by the ratio of the squares of the velocity in the 6" run pipe (G77) to the velocity in the 6" branch pipe (G76). Therefore~. K76 = 0.75 * [1 + (QBOC/0.4407) - 2*(1 - QBOC)2] * (G77/G76)2 (V) When the velocity in the branch pipe approaches zero. ;:e (K of the branch in terms of the run) approaches -1.0. This K of -1.0 accounts for the velocity head in the tee run. Tee branch K76, which is ratio'd by the 643 RET vfe v Pam RESP Nsc!er E*yee*+g
r (D y/ 9 gU8afd c=lorida DOCUMENT IDENTWLA TION NO DESIGN ANALYSIS / CALCULATION Crystal River Unit 3 Calculation M96-0007, MUT/BWST Hytran Analysis Page 30 of 49 ifE viSON o l square of G77/G76, therfore becomes a very large negative number. This causes numerical instability in the hydraulic calculations. l Therefore, K76 is never allowed to go lower than -15.0. If the K calculates to lower than -15.0, K76 is set to 0.001 and a velocity head is added to the K for the tee run (K66). This larger K lowers the pressure at the tee intersection and causes a corresponding drop in the MUT level. K76 initialis approximately: G76 s 8 f/s l G77 s 6 f/s X76 = 0.0884 ft 2 X77 = 0.2006 ft 2 0B0C = 0.59 K76 i,w e 0.75*(1 + (0.59/0.4407)2 - 2*(1-0.59)2) * (6/8)' m 1.0 A O 7. Other Tee NCE considerations: A. As discu.esed in Section 5.2.2.1 of this calculation, the 14" BWST discharge pipe (i.e., from Point A to B) contains a 14" x 14" x 10" tee run, with no flow out the branch. The K for this run can be determined from Diagram 7-23 as follows: 0,le c= 1.0 as there is no branch flow From the table (c., = 0.0 Therefore, conservatively use Crane K of 20fi = 20
- 0.013 = 0.26 B. As discussed in Section 5.2.2.1 of this calculation, the 4" MUT-1 discharge pipe (i.e., from Point E to F) contains a 4 x 4" x 3" tee run, with no flow out the branch. The K for this run can be determined from Diagram 7-23 as follows:
u,/o c= 1.0 as there is no branch flow From the table C;, = 0.0 Therefore, for consistency use Crane K of 20ft = 20
- 0.017 = i 0.34 RET Lee or Plant RESP Nuclear Eeg=eevg e Tr5
lorida DESIGN ANALYSIS / CALCULATION Ih y/ 9c:oaNafd Crystal River Unit 3 Page 31 of 49 MUME*dI CENf f tAIlON NO RE vaSK)N Calculation M96-0007. MUT/BWST Hytran Analysis o C. As discussed in Section 5.2.2.1 of this calculation, the 6" MUP-1B suction pipe (i.e., from Point F to H) contains a 6" x 6" x 6" tee run, with no flow out the downstream run. The K for this branch is determined from Diagram 7-21 as follows: hdhe = 1.0, and ede = 1.0 as there is no downstream run flow From the table (c. = 1.45 K ,,ncn = 1.45 Ch v O , i f PS RET Lee of P' ant RESP Ncear Eagmee"eg
I l l h 9 c:lorida Defd DocuMENi tDENTWN., A h0N NO DESIGN ANALYSIS / CALCULATION Crystal River Unit 3 Calculation M96-0007 MUT/BWST Hytran Analysis Page 32 of 49 REvGON 0 i l 5.2.3 Tanks There are two tanks included in the HYTRAN model; the Borated Water Storage . Tank (BWST), and the Make-Up Tank (MUT-1). Each tank is modeled in VAB2 to I track and adjust gas pressure and water level based on the velocity of the water leaving each tank. The combined gas pressure and static head values are then applied as pressures at the boundary nodes modeled at the tank nozzles. The following sections describe the tank geometries and references, and develop the equations necessary to model the tanks in the VAB. BWST l The BWST is a 420,000 gallon vertical cylindrical tank with a flat bottom and dished top head. The following design information is used to develop the tank model Description Value Reference : Inside diameter 40 ft 4.6.A Tank bottom elevation 119'-2* 4.6.A Min Gas Pressure -5.5 inches H2O 4.18 Min Allowable indicated level 44.9 ft 4.15 g 4 Level Instrumentation error -2.0 ft 4.14, pg 118A BWST level transmitter elevation 122.0 ft 4.16 r Transmitter string calibration offset -34" 4.14, pg 112 BWST nozzle elevation 120'-6" 4.8.A Swapover start, tank elevation 15 ft indicated 4.1 Swapover complete, tank elevation 9.8 ft indicated
- 4.1 Max water temperature 100oF 4.22 ,-
e t'
- Will run down to 7.0' indicated to cover worst case. Will stop transient if gas from the MUT enters the 6' header prior to reaching 7.0'.
4 The pressure applied at the BWST nozzle (Node 100) is therefore calculated as follows (minimize pressure to conservatively affect system pressure): The tank is vented to atmosphere: however the vent contains a vacuum relief valve that allow a negative pressure of 5.5 in. of water to develop. V Gas pressure = -5.5" H:0
= -5.5~ ~62.4 lb/ft'
- ft'/123 in' = -.199 psig
,e e n s, er, ,es, %c ... e, . ....
@ glorida DOCUME NT 6 DENT 4 tCA T(.,rP4 U
coa 8afd PQ d DESIGN ANALYSIS / CALCULATION Crystal River Unit 3 Page 33 of 49 RE VISION Calculation M96-0007. MUT/BWST Hytran Analysis O Level in the tank is adjusted after each time step using the HYTRAN velocity at the nonle. The volume of water removed from the tank during each time step in the transient is equal to the Velocity
- NCE area
- Time step. This change in tank volume is then converted to change in tank level as follows:
Tank Area = H
- Rad 2
= H * (40/2)'
2
= 1256.64 ft Tank level = AVolume / Area
=AVolume (ft3) /1256.64 Water static head
= height above nonle
- water density @'100 F
= height above nozzle (ft)
- 61.9192 (Ib/ft )
- ft'/144 in2
= height above nozzle (ft)
- 61.9192/144 (psi)
(]' 'v Therefore, combining static head and gas pressure: Pressure at nozzle (psia) = 14.7 -0.199 psig + (height above nozzle *61.9192/144) Actual initial pressure at the nozzle (P100':; P100 = 14.7 - 0.199 + (119.167 + 42.9 - 120.5)
- 61.9192/144 P100 = 32.3746 psia j
w , 44.9' Indicated Mi 42.9' Actual Min. - Tiansmitter , 122,0> 34' Z_- 120.5' Calit ration _r_r- 119.16 T offse: BWST
- e m. ~ ., m, .. .. e , , _,
lorida DESIGN ANALYSIS / CALCULATION
' @coaecaim" OWer Crystal River Unit 3 Page 34 of 49 l DOLUUtNT ICskNTWiC A f(#4 NO RE videON Calculation M96-0007, MUT/BWST Hytran Analysis o MUT-1 The Make-up tank is a 600 ft vertical cylindrical tank with dished heads on the top and bottom. The following design information is used to develop the tank model Description Value Reference Outside diameter 96 inch 4.7 Head thickness 9/16 inch 4.7 Cylindrical shell thickness 3/8 inch 4.7 Head Dish Radius (DR) 90 inch 4.7 Head Knucle Radius (KR) 5.75 inch 4.9 pg 158 (6% of head dia) 5 Tank bottom / nozzle elevation 120'-10 /e" 4.2. A, 4.7 Initial Max Gas Pressure 16.12 psig 4.4 (indicated plus error)
Min normal indicated level 55.0 inches 4.1 Level transmitter error -2.7 inches 4.17, pg 9 Max water temperature 135 F 4.1
' 17.5" s,
) 1 1/2*
a a j + j 69.2" Man Normallevel Actual L{~ sw % 1 10.25' c10.0- 13'5" y ,y g , j References , a * *
- 5 2. 3 " l
- M 6057 nozzle schedule, i
*
- FD-302 661 Sht 2 /2.2375"
* *
- Ref erence 4.1 _
All other dimensions from dwg M.6057 , y___ r_
, Hytran BouM a'<
Node 200 - 3'.1-2'11 1. 2 " i _ g_ _ Y- *
- El 120*-10 5 '
+
12" Ei119*6' ___ __ y _ _ T _ .__ Y C* MUT-1 fe PET Lee
- PaM RESP %c or Eag+eeva
- lorida 3 DESIGN ANALYSIS / CALCULATION 0Wer coa caata Crystal River Unit 3 I
(m i Page 35 of 49 l ca.vuenr oentu a ra no aseson Calculation M96-0007. MUT/8WST Hytran Analysis o I 1 l i The model requires tracking of tank level versus volume of water leaving the tank. ) This requires calculation of tank volumes through the cylindrical end dished portions l l of the bottom head. The following develops the equations to calculate level given a l volume of water in the tank: ) Dish Volume Dish volume is calculated using the equation provided in Marks (Ref 2.11) for figure l 2.1.52. The following is a simplified sketch of Marks figure 2.1.52: ' l h (m d 2 Vol = '/3flh (3r-h) Where r = 90' h = variable, maximum of 11.79" Knuckle Reaion Volume l The volume is in this region is split into two parts; the cylindrical portion in the center and the radius'd " knuckle" portion around the outside of the region. The cylindrical portion is easily calculated using the height times the area'fof the cylinder. The knuckle portion is calculated by integratin'g the " washer"'biea over the height as follows:
< R(h) 1 [
1 o l5 +
~ mo ,m Cyhnder Portion Knuckle Portion e vs aET de c' Pu" RESP 'uc er Eagnevg
glorida DESIGN ANALYSIS / CALCULATION ( 9wa84fd 0 Crystal River Unit 3 Page 36 of 49 f./4UMENT OtNTSCATON NU REvlSON Calculation M96-0007. MUT/BWST Hytran Analysis o 2 Area (h) = U(R(h)2 -Ro) 2 Vol Element = H(R(h):-Ro )Ah Vol = H (R(h)* -Ro2 )dh (EQ1)
'o 2 2 2 2 We know that R(h)-Ro = ) Rad -h , or that R(h) = Ro +) Rad -h 2
Therefore, substituting Ro +) Rad -h for R(h)in EQ1: Vol = n [(Ro + ) Rad - h ))2 -Ro 2 2 2
]dh
= H [Ro2 + 2Ro) Rad 2 2 2
-h2) + Rad - h - Ro ]dh 2
h, h h,
) = 2HRo0 ) Rad -h dh + HRad2 ,dh - H h dh 2 2 0
2 0 The first term in the above equation is solved using CRC handbook (Ref 2.10), equation 157 on page 295. 2 2 h + HRadhf,-H 2
= 2HRo j[h) Rad -h + Rad' Sin"(ra ))h ,
2 2 2 h 2 Vol = HRo [h) Rad -h + Rad Sin"(rad)) + HRad 3 h-H
, w a Cylinder Portion: Vol = HRo h 2 I' ~
9 y <
,. . g .
[" These equations determine the volume given a level of water within the red lon. For the purposes of this calculation we need an equation that provides the level (head) of water given the volume in a given region. rather than providing volume given level. This was accomplished by calculating several volumes versus level in each region and then fitting an equation to the points using MathCad. The following sketch shows the points used in the MathCad analysis.
.m 6 95 RET 1,4e of Pta e RESP *.n ea Eag eeeerg
Elorida DESIGN ANALYSIS / CALCULATION Power
, coamara Crystal River Unit 3 !
(g\ i Page 37 of 49 OCCUME NT ICENTS LA NOtt NO REdl>ON Calculation M96-0007 MUT/BWST Hytran Analysis 0 OD
. _I 9N. j
{pKR
.{E sy / / i x / /
L
\ i / l
'\\ d/
O
\j.'L_ ,
i
/ ,/ .
/
\ \ i
./ /
/
\ //
. //
i p '/ l V l
'C 3
See Appendix B for the Mathcad development of tank volumes and level versusE volume equations for the head regions. , i MUT-1 Suction Pipe The final consideration for tank modeling is to address what happens if the MUTr1 m inpt tank drains completely and the water drops down into the 4" suction pipe. Theispe u!
#, f tiYr-was handled similar to the tank; however, the elevation calculated for each timestep n now becomes a negative number relative to the datum of the bottom of the fa6k[$2This -9 M in effect reduces the pressure exerted by the gas on the water. The following sketch
- l and equations were used to model the piping.
I y
, , , . n u. ~., . . . ~_., e , r....
DESIGN ANALYSIS / CALCULATION hlorida ower coneoaano~ Crystal River Unit 3 l I e,,]
- ( / Page 38 of 49 DOCUMENT CLNThCAf 404 NO REVISON Calculation M96-0007, MUT/BWST Hytran Analysis 0 A- , 120.9 l
4* Pipe n Area = 0.0884 ft 2 L k t b
$ . Length = 85.158' .. 106.5*
$ f '
/ ,/
/ l
'j
- 106.16 l
106.0' )
/- -
-' 105.83
,/
i l l (. l U r , 104.753' (ID of pipe) 104.5' i I
's MUT-1 Suction Piping A. Riser below the tank nozzle The piping extends from inside the tank at El 120'-11" down to the horizontal '
pidd located at'106'-0" The elbow at 106'-O will be modeled as straight pipe dgwr) to the top,inside elevation of the horizontal pipe at 106.168'. This equates to a len~gth of (120'-11" - 106.168') = 14.749' and a total volume of (14..a.749 x 0.0884) = 1.304 ft'. Actual water level will be calculated as follows _. y L6hel = RiserWaterVol (ft )/0.0884 (note: RiserWaterVol will be a negative number) B. Horizontal pipe This pipe includes a long run of pipe including valves and elbows, plus a O portion of the elbows at the two ends. The length of the pipe is calculated V using Attachment A. takeoff nodes 3 to 19. The following summarizes the lengths in this pipe. RET Lde of P'a t RESP Poc ea E*g *ee-eg e 95
DESIGN ANALYSIS / CALCULATION ()
@ c:lorida D%UMENT lOENTWIC A f 0N M.)
8d Crystal River Unit 3 Page 39 of 49 REvtSON Calculation M96-0007. MUT/BWST Hytran Analysis o i Pipe Elbows Valves 4.5 .7854
.4167 3.9062 1.1667 3.5417 .50
.50 .50 1.2709 1.3334 .
42.4166 .7854 I 21.4166 .7854 l 1.3333 i Subtotal 79.402 3.3562 2.5001 Total 85.158 The total volume of a 4" long radius elbow is calculated as follows: 4 2 l Vol = (2DR / 4) x Hr
/3 Where R = 1.5 x 4" = 6", and b r = 4.026"/2 = 2.013" Therefore, 2
Vol = (2 x n X 6 / 4) ~x n x 2.013
= 119.98 in' = .0694 ft' The riser modeled the' upper po< tion of the elbow as a straight section of pipe with a length of (106.5' - 106.165) = .332'. The volume of this portion of the elbow is therefore .33'2 x 0.0884 = .0293 ft' The horizontal portion of the elbow not included in'the model is therefore (0.0694 - 0.0293) = 0.040 ft' The total volume of the horizontal run including the elbows on the ends is therefore:
Vol = (85.158' x 0.0884) + (2 'x 0.0h) = 7.608 ft' The pipe will be rnodeled as a long square shaped tank with a volume of 7.608 ft' to simplify the~ mathematics (this simplified model will have minimal affect on the final results as the pipe only has an ID of 4.026"). The pipe " tank" will be modeled with sides of 4.026", the ID of the pipe. The required length is calculated as follows: Area x Length = Vol (4.026/12)2 x L.2, = 7.608 ft' Therefore L,,m,, = 67.5905'. and ,
' Area = (4.026/12) x 67.5905 = 22E76S ft' 9 95 RET '.de of Ptant RESP Nucies' Engraeenes
glorida DESIGN ANALYSIS / CALCULATION 9 v8Md Crystal River Unit 3 Page 40 of 49 U DQCUMLNY OENff nCAW :.E RE vtSCN Calculation M96-0007, MUT/BWST Hytran Analysis o ,_, The pipe will be modeled in HYTRAN with the following equation: Level = -14.749 + (HorWaterVol/22.6766) C. Riser from header This pipe is modated similar to the pipe of the bottom of the tank. The upper elevation is the bottom ID of the pipe (105.832'). The lower elevation of the pipe is at the interface with the header tee (104.5 + 6.065/2/12 = 104.753'). This equates to a length of (105.832-104.753) = 1.079' and a total volume of (1.079 x 0.0884) = 0.095 ft' Actual water level in this leg of pipe will be calculated as follows: Level = -15.085 + LegWaterVol(ft')/0.0884 i p d MUT-1 Tank Model Cquations ; The tank is modeled by applying a calculated pressure at the discharge nozzle node 200. This node is located at the bottom inside surface of the tank (i.e., elevation 120'-11"). The pressure is a function of water level and gas pressure. After each timestep of the analysis the volume of water leaving the tank is calculated based on the velocity of the water in the 4" pipe leaving the tank. This change in volume results in corresponding change in level and gas pressure. The level relative to node 200 is calculated using the equations developed above and as summariz.ed below. , Shell Region Level (ft) = (11.7897 + 4.9968 + 1.651)/12 + ShellVol (ft')/49.4832 Straight Flange Level (ft) = (11.7897 + 4.9968)/12 + SFVol (ft')/49.0943 Knuckle Region Level (ft) = 11.7897/12 + KnuckleVol (ft')m2/4581.874 Dish Region Level (ft) = Volume"/17.689 (]
\ Pipe Downcomer from MUT-1 Level = RiserWaterVol(ft')/0.0884
. ,u. o.,... N ..e.,~. ,
g 9 glorida O wa8afd (F4UMLNT CENTiF:CA f 0f 4 No DESIGN ANALYSIS / CALCULATION Crystal River Unit 3 Calculation M96-0007. MUT/BWST Hytran Analysis Page 41 of 49 REvtsiON 0 J 1 Pipe, Horizontal Pipe Levei = -14.749 + (HorWaterVol/22.6766) Pipe, Tee to Horizontal Pipe l Level (ft) = -15.085 + LegWaterVol(ft')/0.0854 The gas pressure is also recalculated after each time. The gas pressure is initially set at 13.2 psig. Given the assumption that the temperature remains constant throughout the transient, the partial pressure of the water remains constant at 2.5375 ; psi (per References 4.4 and 4.5). The remaining partial pressure of the gas is l adjusted after each time step based on the volume available for the gas. The affect of dissolved gas evolution during the transient were shown to be negligible in j Reference 4.4 and are therefore not required in the HYTRAN model. The effect of heat transfer during the transient results in a decrease in vapor pressure per Reference 4.5 This effect offsets any reevolution of dissolved gas and the use of a constant vapor pressure with the gas pressure based on the perfect gas low is [] V conservative. Initial Pressure at Node 200 P200 = 12.08 + 1.12 + 14.7 + 72.2375/12
- 61.9192/144 = 30.488 psia I i
,,, . ~ . ~ . . . , ~ . . _ ,
t
@ glorida U
cmMd DOLUMENTOLP4?I F( Af CN P40 DESIGN ANALYSIS / CALCULATION Crystal River Unit 3 Page 42 of 49 REV@ON Calculation M96-0007 MUT/BWST Hytran Analysis 0 5.3 Draw Down Analysis Runs A HYTRAN model was developed based on Section 5.2. The model was initially analyzed with starting conditions (pressures and velocities) based on reasonable estimates. A time history was run for 30 seconds with the tank models commented out - resulting a steady state analysis with the tanks providing pressure based on l initial levels and gas pressures. The resulting pressures and velocities at the end of this analysis were then put into the model as initial starting conditions. This results in an analysis which quickly converges on a solution during the intial time steps. ' The next step was to analyze the system with the tcnk models active. The case which was analyzed considers only MUP-1B operating at 575 gpm, with flow to BS and DH. The BS & DH flows are throttled to recirculation flow rates at 15 ft. indicated BWST level. The levels are plotted versus time on the following page and key points are summarized in the Results section. I l 695 RET (de of Piaat RESP 'eser Eag a++org
g I4gC O>fOCr>1 Oz
) _
i r ! T_o i m gNM h / Q"to49 g 9 OQEg ;$ g p:ra : t _ O L - ?a O S _ - ysi:o9E[9 g 5i9 _ Oe 0IgOoO 5CsONy g @ s, $ o
$ a H m #n g g ,a -r I ,{ _
go3" $o: o]E, s : g- ' ao ,r"
/
/ f - _
8 - mgy y _ 8 _
)
t e e .g* / -- F n i n - _ io t go . a - _ le v _ _ E - t O n - - _ l a - - P 8~ ( s - - le y _ v - L e - - k n . a T 8^ - o -
;hA .
j/ _ 8 - 2 4 0 6 1 7 2 2 2 3 3 3 3 _ 0 0 1 1 2 2 3 3 3 3 3 3 3 _ o 3 6 9 2 5 8 1 4 7 3 6 9 1 1 1 2 2 2 3 3 3 3 _ y ! 3= o g a~ _ O
.t s !: -
2' r .
I i 9 i DESIGN ANALYSIS / CALCULATION l l [:=lorida 081 Crystal River unit 3 l ( DOCUMLNT IOiNT+ CA TON NO Page 44 of 49 RE s 50N Calculation M96-0007. MUT/BWST Hytran Analysis n 5.4 Appendix R Analysis Runs Appendix R analyses require consideration of the failure of solenoid valve MUV-143 i failing open because of a fire, which then causes the MUT to be continuously I pressurized at the regulator (MUV-491) setpoint. The analysis are based on a regulator setpoint of 17.0 psig (Reference 4.21). The BWST is initially isolated; however operator action is assumed to result in opening the BWST isolation valve : when the MUT reaches an indicated level of 18 inches. l Two cases were run to address the Appendix R requirements. One is during normal operation and the second with 6 F/hr cooldown. These correspond to cases 16 and l 15 in Calculation M94-0053. The following table summarizes the flows into and out of the MUT. O Parameter Case 15 Case 16 Cooldown Rate 6 F/Hr NA - Normal Oper. Letdown (gpm) 0 45 RCP Seal Return (gpm) 6 6 MUP Recirc (gpm) 105 105 Total MUT-1 Inflow (gpm) 111 156 RCP Seal Injection (gpm) 40 40 Injection (gpm) 15.1 23 MUP Recirc (gpm) 105 105 Total MUT-1 Outflow (gpm) 160.1 168.0 These analyses required the following modifications to the HYTRAN model developed for the drawdown analysis:
. The MUT-1 gas pressure is changed from a volume dependent calculation to a fixed pressure of 17.0 psig. ,q P200 = 17.0 + 14.7 + 72.2375/12
- 61.9192/144 = 34.288 psia O . The BWST isolation valve is modeled to open at 18" indicated in the MUT.
This is done by applying a very large K in NCE 35 pnor to the level reaching 18 tL95 RET. L4e of P dat RESP Noear Ea3+eev2
)
9 mmm o-m o ,.o c:lorida N81 DESIGN ANALYSIS / CALCULATION Crystal River Unit 3 Calculation M96-0007, MUT/BWST Hytran Analysis Page 45 of 49 0 ] 1 I
. Fixed flow NCE 30 to the BSIDH systems were commented out to stop the I flow to these systems.
. The velocity for fixed flow NCE 79 to MUP-1B was adjusted as follows: ,
Case 15: 2 Vel = 160.1 gpm / (7.4805 gal /ft'
- 60 sec/ min * .2006 ft ) = 1.7782 f/s Case 16:
2 Vel = 168 gpm / (7.4805 gal /ft'
- 60 sec/ min * .2006 ft ) = 1.8659 f/s
. The VAB coding in the HYTRAN model for K66 resulted in a divide by zero error when the tee run flow (G66) is zero. This was corrected by adding 0.0001 f/s to G66 in the calculation.
. MUT-1 level cales in the VAB were revised to increase tank level based in the inflow from pump recire, seal return and letdown. The following VAB coding is used for the delta volume added at each time step:
Case 15: UDVOL = (G67*X67*TSTP*-1.0) + (111.0*TSTP/ 7.4805 / 60.0) Case 16: b('N UDVOL = (G67*X67*TSTP*-1.0) + (156.0*TSTP/ 7.4805 / 60.0)
. The analysis is completed when the level reaches the bottom of the tank, or if the tank drains very slowly, at the end of 8 hours.
The levels for the two analyzed cases are plotted versus time on the following pages and key points are summarized in the Results section. V s m u. m.,us,.ma ,.~2
l :lorida DESIGN ANALYSIS / CALCULATION ! l 30Wer Crystal River Unit 3 em masea no~ l Page 46 of 49 woutu1 wu cnua w, uwso. Calculation M96-0007, MUT/BWST Hytran Analysis 0 l BWST and MUT-1 Levels Appendix R, Case #15 170 l BWST PDCATE l
! i ,
im a<. m eTuAt l l l l 150 u.
.E E i g 140 - ;
t : U O. ! l v 1 E va i , i I MUT-1 ItDCATE b I I .
.= 120 l ,
ufT 1 ACTtML l l l l 4 l 110 I i
! t I
j h '
! 100 N D m
'- ' , O an Ir e w- N Time (seconds) r U'
RET Lde of Pract RESP Nuc ear Engineering 6 95
l l t l,lgg DESIGN ANALYS!S/C.ALCULATION
' " " " " * " Crystal River Unit 3 i l s I Page 47 of 49 l uscumr umscu,v,,o ne v, won Calculation M96-0007 MUT/BWST Hytran Analysis O BWST and MUT-1 Leveis ;
Appendix R, Case #16 170 BWST FDCATE l I i i BWST ACTUAL i 160 i l I 150 5 i i i f
} I .
m $ 140 l g [V\ E 'I MLA1 ItDCATE '
. j l i j 130 f I
5 MUT 1 ACTlML
!' i :
120 l + l l 4 i i 110 o s e k- k
- n i
Tim e (Seconds) w I ('\ U eas act u. o, pe, ogsr we., ces.n nce
- lorida DESIGN ANALYSIS / CALCULATION c Nd Crystal River Unit 3 Page 48 of 49
{) COCUML N1 lL4NT4K,ATON NO RE vibCN Calculation M96-0007 MUT/BWST Hytran Analysis o 6.0 Results The following table summarizes the key points in the Post LOCA drawdown analysis (see Attachments 7 to 10 for HYTRAN input and output files): Velocity in Time BWST Level MUT-1 Level MUT-1 Level MUT-1 pipe (min) Description Indicated (ft) Indicated (ft) Actual * (ft) (f/s) O Start point 44.9 4.58 126.94 0. 40.7 MUT-1 empty 21.68 na 120.98 1.2 52.3 Swapover 15.0 na 112.83 .01 70.1 BWST @ 7' 7.0 na 107.20 .01 indicated level O
- Referenced from inside bottom of tank (El 120'-11")
C/ The following table summarizes the results for Case #15 (see Attachments 11 to 14 for HYTRAN input and output files): MUT-1 BWST MUT-1 Plant Velocity Level Level Level in MUT-1 Time . Indicated Indicated Actual Pipe (min) DescriptIdri '(ft) (ft) (ft) (f/s) 0 Start point 44.9 4.58 126.94 0 23.2 MUT-1 @ 18" 44.9 1.5 124.18 3.5 indicated level 480 MUT-1 after 8 42.8 na 120.92 2.8 hours of draining. J. i RET Lde W Paat RESP Ncica Er race-r; q.g
l i l 9 uxwtsr umurm o c:c+lorida Dafd DESIGN ANALYSIS / CALCULATION Crystal River Unit 3 Calculation M96 0007, MUT/BWST Hytran Analysis Page 49 of 49 meno. l 0 l l The following table summarizes the results for Case #16 (see Attachments 15 to 18 for i HYTRAN input and output files): a l i ' MUT-1 BWST MUT-1 Plant Velocity l Level Level Level in MUT-1 Time indicated Indicated Actual Pipe (min) Description (ft) (ft) (ft) (f/s) 0 Start point 44.9 4.58 126.94 0 110.1 MUT-1 @ 18" 44.9 1.5 124.18 3.8 indicated level 480 MUT-1 after 8 44.3 1.44 123.79 3.9 hours of draining. Drain Down Level:
\/
These results show that for the Post LOCA drawdown, the level in the 4" pipe remains approximately 2.6 feet above the tie in point with the 6" ECCS suction piping. Vortexing: The velocities calculated for the drawdown of the makeup tank demonstrates that the velocities are too low to entrain the MUT gas for the LOCA analysis. The Appendix R calculation taken together with the results of Ref. 4.23 demonstrate that vortexing is not a concern for the velocities and tank levels calculated. mpn ,;; [ i NJ g RET L *e :* P sa' RESP Nwc+ ear Eng****9
1 l l 1 l glorida DESIGN ANALYSIS / CALCULATION l U e l m rcl Crystal River Unit 3 l Page 1 of 28
~~ ~
M.96-0007 MUT-BWST HYTRAN ANALYSIS 4 APPENDIX - A 1.0 PURPOSE The purpose of Appendix - A is to provide input such that the friction head losses can be calculated for ECCS Trair s "A" and "B" from the BWST to the MUT-1 tie-in point. This information will be used as input into the main body of the calculation, Section 5.1, l
" Determine Which ECCS Train Produces Maximum MUT-1 Drawdown." This )
information will also be used to develop the Hytran Model - nodal volumes and friction / length losses through nodal connecting elements. 2.0 DESIGN INPUT i Various lengths and components for Train "A" and Train "B" were taken from Reference No. 4.1. r3 (,) 3.0 COMPUTER CODES No computer codes were required in this Appendix. g
4.0 REFERENCES
l l 4.1 The following Gilbart Drawings were used in the calculation. The information in parentheses is the FPC Drawing Number: l
- a. C-305-814, Revision 0, (PI-305-814, Sheet 1 of 5), " Decay Heat From Pen. #346
.2 To Pump 3A." c ':e
- .. b. C-305-816, Revision 0 (PI-305-816, Sheet 3 of 5), " Decay Heat Remdval From l
Decay Heat Pump 3-8 to Pen. #345." ~ L c. C-305-858, Revision 0, (PI-305-858, Sheet 2 of 2),."From MUV-69 To Makeup l Pump Suctions 3A - 3B - 3C." - 9
- d. C-305-859, Revision 0, (PI-305-859, Sheet 1 of 2), "From MUV-73(F) to MUV-69."
- e. C-305-860, Revision 0, (PI-305-860, Sheet 1 of 2), "From Makeup Pump to Makeup Pump Suction."
- f. C-305-861,_ Revision 0, (PI-305-861, Sheet 2 of 2), "From Borated Water Storage Tank to Makeup Pump Suctions."
( 4.2 Buffalo Tank Make-Up Tank Drawing M-6057, FPC. Revision A. v !
'l l
3 e$ MT. u e s v Fa~ RESP Nuceae Engineeng
i 9 porid r, wge,a DESIGN ANALYSIS / CALCULATION Crystal River Unit 3 M-96-0007, MUT-BWST HYTRAN ANALYSIS Page _.2_._ of 28 0 l 5.0 ASSUMPTIONS ' No assumptions utilized in this calculation require subsequent verification. Any assumptions used are noted in the text. 6.0 METHODOLOGY The drawings given in Reference No. 4.1 were ut:lized to determine the length of ECCS Train "A" and "B" and determine the various components that make up each train. Each train was segmented into numerous sections (each section defined by two nodes; a node is designated by a number enclosed in a circle) of straight pipe and i components, as depicted in Figures APP. - A.1 through App. - A.5. All straight length ! pipe runs are based on the dimensions given in Reference No. 4.1. Drawing as-built l dimensions were used whenever possible. The length of all 90 elbows was ! determined by calculating one-fourth the circumference of a circle. The length of all 45 elbows was determined by the following equation: radius
- tangent (45 ).
b) V i i 7.0 ANALYSIS te , h7.1 Train "A" - (assumes flow from BWST to oumos MUP-1 A and -18. with MUP-1C ' isolatedt 5 l From Figure APP-A.1, which is based on References 4.1.a, c, and d, there are a total of 38 nodes,20 straight pipe runs,13 elbows, and 4 valves. The lengths for each pipe length and component are summarized in Table APP - A.1, and calculated below.
'c : tc i Node 1 to 2 2 r" i L / = -4.2296' + 6.4063' <e !
Li = 10.6359' e t- sn 7: Node 2 to 3 m MUV-68 = 0.5833' + 0.5833' MUV-68 = 1.1666' Node 3 to 4 L , = 1.5313' + 0.7188' L ^, = 2.2501' h (d Node 4 to 5 MUV-69 = 0.5833' + 0.5833' MUV-69 = 1.1666' t e RET. ute of Peam RESP. Nx. ea; Eng.neeeng
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DESIGN ANALYSIS / CALCULATION Crystal River Unit 3 Page 3 of 28 REytSiON M-96-0007 MUT-BWST HYTRAN ANALYSIS 0 Node 5 to 6 La = 0.4688' Node 6 to 7 L = (6.1198' + 0.6198' + 3.5') - RE i where RE = the radius of elbow 3
#1 (E ) = 0.75' 3
L = 9.4896* Node 7 to 8 E i = (2nR)/4 where R = 0.75', 90 elbow E i = 1.1781' Node 8 to 9 L = (2.0' + 4.7083' + 3.2084') - (RE + RE 2) 3 where RE, = RE2 = 0.75' Ls = 8.4167' / \ Node 9 to 10 V E=E= i 1.1781' where R = 0.75', 90 elbow Node 10 to 11 Ls = (1.75' + 10.75' + 9.25' + 2.' + 7.5' + 7.75' + 9.25' + 7.5' + 7.25' + 7.25' + 0.5'
+ 6.75' + 6.0833' + 11.5' + 6.625') - (RE2 + 0.5E 2) where RE2 = 0.75, Es = 0.75 Ls = 100.5833' Node 11 to 12 .
Es = radius
- tangent (45 ) where R = 0.75',45 elbow E2 = 0.759 i tr Node:12-to 13 :ii L, = 1.5749' + 3.2116' 4 L, = 4.7865' Node 13 to 14 E 4 =E 3 = 0.75' where R = 0.75', 45 elbow Node 14 to 15 L. = (5.25' - 1.5833') - (0.5E +4 RE s) where E, = 0.75', RE s = 0.75', 90 elbow
~
La = 5.7083' 6e e u.. e.,i me. ~ .., e,-,
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9
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- lorida MEI DESIGN ANALYSIS / CALCULATION Crystal River Unit 3 M%0007, MUT BWST HYTRAN ANALYSIS Page 4 of J_0_
0 Node 15 to 16 E s = Ei = 1.1781' where R = 0.75', 90 elbow
! Node 16 to 17 L. = (8.5' + 2.3333') - (REs + RE.) where RE, = RE. = 0.75', 90 elbow L. = 9.3333' Node 17 to 18 E. = E i = 1.1781' where R = 0.75', 90 elbow Node 18 to 19 L i o = 8.5' - RE. where RE = 0.75',90 elbow L i o = 7.75' Node 19 to 20 L is = 0.4688' o
Node 20 to 21 MUV-72 = 1.4583' Node 21 to 22 Li 2 = 0.5' Node 22 to 23 MUV-73 = 0.6615' + 0.6615' MUV-73 = 1.323' Node 23 to 24 E , = E , = 1.1781 ' where R = 0.75', 90 elbow in addition, there is a 0.5' length of straight pipe between the elbow and valve MUV-73 which was not identified separately and is included in the total straight pipe run. Node 24 to 25 L33 = 10.' - (RE, + RE s) where RE7= RE 8= 0.75', 90 elbow L3 3 = 8.5' Node 25 to 26 E, = E 3
= 1.1781' where R = 0.75', 90 elbow a 9$ RET; sie of hant RESP: Nucear Engmeenng
1 l O;. 9 u w w unu w o,no Mgkwidael DESIGN ANALYSIS / CALCULATION Crystal Rhrer Unit 3 M-96@07, MUT-BWST HYTRAN ANALYSIS Page 5 of 28 0 Node 26 to 27 L i , = (1'-8" + 11'-0" + 1 *-9.5" + 2'-4") - (RE, + RE J where RE, = RE, = 0.75', 90 ' elbow L ,4 = 15.2917' Node 27 to 28 E, = Ei = 1.1781' where R = 0.75', 90 elbow Node 28 to 29 L i s = 2' - (RE, + RE o)3 where RE, = RE o = 0.75', 90
- elbow i
L s = 0.5' i Node 29 to 30 Ei o = E i = 1.1781' where R = 0.75', 90 elbow Node 30 to 31 L i , = (12'-4.5" + 5'-0") - (RE o + REii) i where REi o = REii = 0.75', 90 elbow L ie = 15.875' Node 31 to 32 E , = E = 1.1781' i i where R = 0.75', 90 elbow Node 32 to 33 Li7 = 2.0 - RE ii where REi , = 0.75', 90 elbow Li7 = 1.25' Node 33 to 34 L i , = (4'-8" + 2'-9") - RE i2 where REi2 = .21" = 1.75', 90 elbow L i , = 5.6667' Node 34 to 35 E : = (2nR)/4 i where R = 21" = 1.75', 90 elbow E ,2 = 2.7489' Node 35 to 36 L , = (El.120.5' - El.106'-0") - (RE i + RE32) 3 where REi2 = REi 3 = 21" = 1.75', 90 elbow L ,, = 11.0' O Node 36 to 37 U E i3 = E ,: = 2.7489' where R = 21" = 1.75', 90 elbow RET. Lee c4 Pw" MSP. Nec' ear Engin*+nng o vs
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MW0007 MUT-BWST HYTRAN ANALYSIS Page 6 of A Node 37 to 38 l L 2o = 11'-4" -RE i3 where REu = 21" = 1.75', 90 elbow l' L 2o = 9.5833' l l A U b 4 , O u RET. Ute of Piant RESP. Deuc' ear Engineermg
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/ '4 Florida DESIGN ANALYSIS / CALCULATION crystai Rever unn 3
(:.n>h f25H Page _L of _2g_ i w .a . w. . . .. a ..-~ M 96(MK;7 MUT-BWST HYTRAN ANALYSIS O TABLE APP - A.1: BWST TEMUE-1R_ SUCTION (TRAIN Al NODE SEGMENT ELEV. LINE DISTANCE ELBOW TYPE DISTANCE VALVE DISTANCE MISC. MISC. TO FROM 10. FEET NO. FEET NO. DEGREES FEET NO. FEET EQUIP. NOTES 1 1 G-1 104.5 TR 6-
- 6-
- 6*
1 2 G-1 104.5 L1 10.6359 2 3 G-l 104.5 MUV-68 1.1666 3 4 G-l 104.5 L2 2.2501 4 5 G-l 104.5 MUV-69 1.1666 5 6 G-l 104.5 L3 0.4688 6 6 104.5 TR 6-*6**6* 6 7 1-K 104.5 L4 9.4896 7 8 1-K 104.5 E1 90 1.1781 8 9 I-K 104.5 LS 8.4167 9 10 I.K 104.5 E2 90 1.1781 10 11 1-K 104.5 L6 100.5833
,,11 12 1-K 104.5 E3 - 45 0.75 12 13 1-K 104.5 L7 ! 4.7865 13 14 1-K 104.5 E4 45 0.75 e i. , a - e-
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M 96 0007 MUT BWST HYTRAN ANALYSIS O TABLE APP - A.1: BWST TO MUP-1B SUCTION (TRAIN Al NODE SEGMENT ELEV. LINE DISTANCE ELBOW TYPE DISTANCE VALVE DISTANCE MISC. MISC. TO FROM ID. FEET NO. FEET NO. DEGREES FEET NO. FEET EQUIP. NOTES 14 15 1-K 104.5 LB 5.7083 15 16 1-K 104.5 E5 90 1.1781 16 17 1-K 104.5 L9 9.3333 17 18 i-K E6 90 1.1781 18 19 l-K L10 7.75 19 19 I-K 96 TB R**** T 19 20 1-K 96 L11 .4688 20 21 1-K 96 MUV-72 1.4583 21 22 1-K 96 L12 0.5 22 23 1-K 96 MUV-73 1.323 23 24 1-K E7 90 1.1781 24 25 1-K L13 8.5 25 26 I-K E8 90 1.1781 26 27 l-K 106 L14 15.2917 27 28 l-K E9 90 1.1781
=v .. . a w w .-
G e*
i f )f 5, 9 glorida caged v u utw w ,s w v,oas DESIGN ANALYSIS / CALCULATION Crystal River Unit 3 M-96-0007 MUT BWST HYTRAN ANALYSIS Page 10 of 28 nwso, 0 l i I For computer modeling, Train "A" was broken into three segments, (1) L to K, from the BWST to the first T-run (14"
- 14"
- 6") toward MUP-1 A, (2) I to K, from the first T-run (14"
- 14"
- I 6") to MUP-1 A suction, and (3) G to I, from MUP-1A suction to MUP-1B suction. The l components, pipe straight length (includes valves), and pipe total length (includes valves and i elbows) for each of these segments are listed below. l I
I l Tahle APP - A.1 Section L to K,14" Pipe (1) Entrance (2) 90 Elbows I Straight Length = 26.25' (0.5) TR (14"
- 14"
- 6")
Straight Length + Elbows = 31.7478' L at El.120.5' K at El.106.0' I G V Std. Sch. Wall Thickness = 0.375" Section I to K,6" Pipe (9) 90 Elbows (2) 45
- Elbows Straight Length (w/ valves) = -191.7345' (5/6) TB (14"
- 14"
- 6")
Straight Length + Elbows = 203.8374' Valve MUV-72 Valve MUV-73 I at El.104.5' (1) TB (6"
- 6"
- 6")
K at El.106.0' (0.5) TR (6"
- 6"
- 6")
(1) 14" to 6" Sudden Std. Sch. Wall Thickness = 0.280" Contraction Section G to I,6" Pipe (0.5) TR (6"
- 6"
- 6")
Valve MUV-68 Straight Length (w/ valves) = 15.6880' Valve MUV-69 Straight Length + Elbows = 15.6880' (0.5) TR (6"
- 6"
- 6")
G at El.104.5' I at El.104.5' Std. Sch. Wall Thickness = 0.280"
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glorida U *' DESIGN ANALYSIS / CALCULATION co r Crystal River Unit 3 Page 11 of 28 tu um r u~u w o~ u uso., M 964007, MUT-BWST HYTRAN ANALYSIS 0 7.2 Train "B" From Figures APP-A.2, APP-A.3, APP A.4, and APP-A.5, which are based on References 4.1.b, c, e, and f, there are a total of 83 nodes,42 straight pipe runs,30 elbows, 8 valves, and 2 strainer reducers. The lengths for each pipe length and component are summarized in Table APP - A.2, and calculated below. Node 1 to 2 L = 14.5' - RE , 3 where RE, = the radius of elbow #1 = 0.5' L i = 14.0' Node 2 to 3 Ei = (2nR)/4 where R = 0.5', 90
- elbow E = 0.7854' i
Node 3 to 4 p L2= (1.5' + 0.75' + 3.25') - (RE, + RE 2) where RE = RE2 = 0.5' 3 Q L2 = 4.5' Node 4 to 5 E2 = E = 0.7854' 3 where R = 0.5', 90 elbow Node 5 to 6 L3= 0.9167' - RE 2 where RE2 = 0.5' L3= 0.4167' Node 6 to 7 L. = 2.5729' + 1.3333' L, = 3.9062' Node 7 to 8 MUV-65 = 1.1667' Node 8 to 9 Ls = (3.000' + 0.7917') - 0.5E 3 where E3 = 0.5' (see below) Ls = 3.5417' Node 9 to 10 E2= radius
- tangent (45 ) where R = 0.5', 45 elbow (O
s E2 = 0.5' g ys RET; vie of F, ant RESP. haiear Eng'neenng
l 9cg,ed plorida DESIGN ANALYSIS / CALCULATION Crystal River Unit 3 l
; Page 12 of 28 v _ _._ _
M 96-0007 MUT-BWST HYTRAN ANALYSIS 0 i Node 10 to 11 L. = 1.' - 0.5(E3 + E.) where E3= E, = 0.5' (see below) L. = 0.5' Node 11 to 12 E=E 3 where R = 0.5', 45 elbow E , = 0.5' Node 12 to 13 L7= (1.1042' + 0.4167') - 0.5E. where E = 0.5' L7= 1.2709' Node 13 to 14 MUV-64 = 0.6667' + 0.6667' MUV-64 = 1.3334' Node 14 to 15 p L = ((7.5' - 0.6667') + 4.5833 + 2.0000 + 4.2500 + 9.6667 + 0.8333 + 9.7500 +
'V 0.8333 + 4.1667] - REs where RE, = 0.5' L = 42.4166' L
Node 15 to 16 Es = Ei = 0.7854' where R = 0.5', 90 elbow Node 16 to 17 L, = (2.000 + 10.0000' + 9.8333' + 0.5833) - (RE s + REe) where RE = RE, = 0.5', 90 elbow L = 21.4166' f'
\ "i , 62; Node 17 to 18 4 '
E. = E i = 0.7854' where R = 0.5', 90 elbow 41 3 Node 18 to 19 L i o = 2.3333' - (RE + RE 7) where RE, = RE7 = 0.5', 90 elbow L,a = 1.3333' Node 19 to 20 E7= E , = 0.7854' where R = 0.5', 90 elbow p/ u Node 20 to 21 L,3 = El.106'-0" - (El.104'-6" - RE 7) where RE7 = 0.5', 90 elbow L ii = 1' 6 ts RET. vie W F.es RESP. Nussee Engeneermg
l 1 9 Mglorida DOL.uVLNf (>ENi+CAiKJN PsJ e rd DESIGN ANALYSIS /CALCUL.ATION Crystal River Unit 3 M-96-0007 MUT-BWST HYTRAN ANALYSIS Page 13 of 28 SiE N,10N O
)
Node 21 to 22 Li2 = 0.9^75' i Node 22 to 23 Li3 = Per MUP-1 A, the length (plus elbow) is 1.7678'. I l L is = 1.7678' - 0.5E, where E = 0.75', 45 elbow L u = 1.3928' Node 23 to 24 l E, = radius
- tangent (45 ) where R = 0.75', 45 elbow !
E = 0.75' Node 24 to T.5 L ,4 = (5.5' + 4.0) - (0.5E, + RE ) where E, = RE, = 0.75', 45 * & 90
- elbow L i ,= 8.375' T Node 25 to 26 (V E, = (2nR)/4 where R = 0.75', 90 elbow E, = 1.1781' 3
Node 26 to 27 g MUV-66 = Same as MUV-70 (typical - 3 places) . MUV-66 = 1.3230' Node 27 to 28 L s = Assume same as L 21 i
, below (pipe between valve and temporary strainer /6"
- 4"
,,,g , reducer). ,C Lis = 2.6250' y ,
, 7=
Node 28 to 29 p Temporary strainer /6"
- 4" reducer, assume same as dimensions for MUP-1 A. p L15, = 0.3229' + 0.0313' + 0.3229' + 0.4583' L15, = 1.1354' Node 29 to 30 E ,o = E , = 0.7854' where R = 0.5', 90 elbow A
U Node 21 to 31 L i e = 5.5' + 5.5417' -0.9375' L i e = 10.1042' sM RET. se of P4nt RESP. Nx. ear Engineenng
pOorida DESIGN ANALYSIS / CALCULATION
@co t er Crystal River Unit 3 Page 14 of _2E_
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M-96-0007. MUT-BWST HYTRAN ANALYSIS 0 Node 31 to 32 MUV-63 = 0.5833' + 0.5833' MUV-63 = 1.1666' Node 32 to 33 L i , = 0.9167' Node 33 to 34 MUV-62 = 0.5833' + 0.5833' MUV-62 = 1.1666' Node 34 to 35 L i , = 1.5833' Node 35 to 36' L i , = assume 1same as L33. L i , = 1.3928'- O Node 36 to 37 Ei , = E , = 0.75' where R = 0.75', 45 elbow Node 37 to 38 L o = (5.5' + 4.0') - (0.5Ei , + REi ) where E , = REi2 = 0.75', 45 & 90
- elbow i
L 2o = 8.375' Node 38 to 39 E32 = E. = 1.1781' where R = 0.75', 90 elbow Node 39 to 40 MUV 59 = Assume it is the same as MUV-70 (valves before MUP-1 A and MUP-1B) MUV 59 =' 1.3230' Node 40 to 41 L2i = 2.6250' Node 41 to 42 Temporary strainer /6"
- 4" reducer, see nodes 28 to 29.
L21, = 1.1354' Node 42 to 43 Ea=E i i = 0.7854' where R = 0.5', 90 elbow 6 95 RET. 6de o' Eaat RESP: Nxiear Eng neenng
1 O Q 9 co"oridap m wo.r w.w orm o ro, DESIGN e,r ANALYSIS / CALCULATION Crystal River Unit 3 M 96-0007, MUT.BWST HYTRAN ANALYSIS Page 15 of 28 eso. 0 Node 35 to 44 L22 = (1.0104' + 5 3333') - REi , where REi , = 0.75',90
- elbow ]
L22 = 5.5937' Node 44 to 45 E , = E , = 1.1781' i where R = 0.75', 90 elbow i Node 45 to 46 L23 = (4.5' + 4.5') - (REi , + REi d where RE , = RE i s = 0.75',90
- elbow i
L23 = 7.5' Node 46 to 47 E i s = E. = 1.1781' where R = 0.75', 90 elbow Node 47 to 48 ' L 2, = (11.0833' + 9.4167' + 7.25' + 5.25' + 17.1667' + 1') - (RE is + E e) i where RE s = REi , = 0.75', 90 elbow Q b L 2, = 49.6667' i Node 48 to 49 Ei , = E, = 1.1781' where R = 0.75', 90 elbow Node 49 to 50 Ei 7 = E , = 1.1781 ' where R = 0.75', 90
- elbow Node 50 to 51 L 2s = 7.0710' - (REi , + 0.5E a)i where RE37 = Ei , = 0.75', 90 * & 45 elbow L s = 5.9460' Node 51 to 52 Ei , = E = 0.75' where R = 0.75', 45 elbow Node 52 to 53 L2, = (0.5' + 3.0833' + 1.25') - (0.5E i , + RE ,J where E , = RE , = 0.75, 45 &
i 3 90 elbow L:e = 3.7083' Node 53 to 54 E i , = E , = 1.1781 ' where R = 0.75'. 90 elbow an m.. o, s.,i am. w ., v.r..,
glorida o DESIGN ANALYSIS / CALCULATION wged Crystal River Unit 3 Page 16 of 28 M 96-0007, MUT-BWST HYTRAN ANALYSIS 0 Node 54 to 55 L7= (9.75' + 0.75' + 8.8333' + 0.8333' + 11.25' + 2.5') - (REi , + RE2 d where REi , = RE 2o = 0.75', 90
- elbow L27 = 32.4166' Node 65 to 56 Eo 2 r E, = 1.1781' where R = 0.75',90
- elbow Node 56 to 57 L2, = 2' - (RE2o+ RE23) where RE2 o = RE21 = 0.75', 90 elbow L 2, = 0.5' Node 57 to 58 E2i = E, = 1.1781' where R = 0.75', 90
- elbow Node 58 to 59
- p. L 2, = (0.9167' + 1.750' + 2.1667') - (RE 3 + 0.5E2 ) where RE21= E22 = 0.75', 90 V & 45 elbow L 2, = 3.7084' Node 59 to 60 E22 = E s = 0.75' where R = 0.75', 45 elbow Node 60 to 61 L3o = (7.8813' + 0.9575') - (0.5E22 + RE22) where E22 = RE2a = 0.75',
45 & 90 elbow L 3o = 7.7138' Node 61 to 62 E23 = E, = 1.1781' where R = 0.75', 90 elbow Node 62 to 63 L33 = 8' - RE 22 where RE23 = 0.75', 90 elbow L 3i = 7.2500' Node 63 to 64 L22 = 0.4688' 3 Node 64 to 65 J MUV-60 = 1.4583' o 95 AET. vte o' A a~ RESP. bc.ea* Erg neenng
O Mporida*d DESIGN ANALYSIS / CALCULATION Crystal River Unit 3 M 96-0007, MUT-BWST HYTRAN ANALYSIS Page 17 of _2A_ 0 Node 65 to 66 L33 = 0.5729' Node 66 to 67 MUV-58 = 0.6615' + 0.6615' MUV 58 = 1.3230' Node 67 to 68 E24 = E, = 1.1781' where R = 0.75', 90 elbow Node 68 to 69 , L34 = 9.0' - (RE24 + RE23) where RE24 = RE2 s = 0.75', 90 elbow L34 = 7.5' Node 69 to 70 E2s = E, = 1.1781' where R = 0.75', 90 elbow
/~N Node 70 to 71 U L33 = 4'-4" - (RE2s + 0.5E 2s) where RE2 s = E2 , = 0.75', 90* & 45 elbow L33 = 3.2083' c
Node 71 to 71, E2 , = E = 0.75' where R = 0.75',45
- elbow Node 71,to 72 E2s. = E, = 1.1781' where R = 0.75',90
- elbow
, Node 72 to 73 L 3, = 18'-8.25" - (RE2 s. + RE27) where RE2 s. = RE27 = 0.75', 90i' elbow
- L 3, = 17.1875' 4
Node 73 to 74 E2, = E, = 1.1781' where R = 0.75', 90 elbow Node 74 to 75 L37 = (1'-0" + 4'-0.625") - RE :, where RE:7 = 0.75', 90 elbow L 3, = 4.3021' Node 75 to 76 L 3, = 1'-7.75" - 0.5 E :, where E :, = 1.75', see below N L 3, = 0.7708' RET. se o' Een' RESP. Ncieer Engineering se
Mglorida DESIGN ANALYSIS / CALCULATION ed Crystal Hiver Unit 3 f3 d (.M LUMt N f s{A Niif 4.47 ION NO Page J.8__. of 28 FtEvtsiON M 96-0007. MUT BWST HYTRAN ANALYSIS 0 l l Node 76 to 77 Ers = radius a tangent (45 ) where R = 21" = 1.75', 45 elbow E:s = 1.75' Node 77 to 78 I L 3, = 3'-9.625" - 0.5(E2 s + E2 ) where E2 s = E 2, = 1.75', see below i L 2, = 2.0521' Node 78 to 79 l E2 , = E 2, = 1.75' where R = 1.75', 45 ' elbow Node 79 to 80 L,o = 26'-8.25" - (2'-8.25" + 0.5(E2 )) where E2 , = 1.75', 45 elbow L,o = 23.1250' Node 80 to 81 L., = 7'-6" - RE ao where RE3 a = 1.75', 90 elbow .O L 43 = 5.75' V Node 81 to 82 E 3e = (2nR)/4 where R = 21" = 1.75', 90 elbow ' E 3a = 2.7489' Node 82 to 83 L42 = 7'-7.125" - RE so where REso = 1.75',90 elbow L42 = 5.8438' k O
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Crystal River Unit 3 ( / . . Page J_ ct _2g_ e.~~ (numaest ai416sLAla spo to > O M 96 0007, MUT BWST HYTRAN ANALYSIS IABLE APP - A.2: BWST TO MUT-1 SUCTION (TRAIN B) DISTANCE ELBOW TYPE DISTANCE VALVE DISTANCE MISC. NODE SEGMENT ELEV. LINE NO. DEGREES FEET NO. FEET EQUIP. NOTES TO FROM ID. FEET NO. FEET MUT-1 Just inside Tank, 1 1 F-E 120 9167 includes Wall Thickness 1 2 F-E L1 14.3333 3 F-E E1 90 0.7854 2 3 4 F-E 106 L2 4.50 F-E 106 E2 90 0.7854 4 5 5 6 F-E 106 L3 0.4167 TR 4** 4* *3* 6 6 F-E 106 6 7 F-E 106 L4 3.9062 MUV-65 1.1667 7 8 F-E 106 8 9 F-E 106 LS 3.5417 10 1-E 106 E3 45 0.5 9 10 11 F-E 106 LS 0.5 11 12 F-E 106 E4 45 0.5 12 13 F-E 106 L7 1.2709 m m,% - w . . 9:H
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/ -\ Florida DESIGN ANALYSIS / CALCULATION kOM, $35?! Crystal River Unit 3 Page _2Q_ of .2%_
i............. 0 M 96 0007. MUT BWST HYTRAN ANALYSIS TABLEAPP - A.2: BWST TO MUT-1 SUCTION (TBAIM_B1 A NODE SEGMENT ELEV. LINE DISTANCE El' BOW TYPE DISTANCE VALVE DISTANCE MISC. ID. FEET NO. FEET NO. DEGREES FEET NO. FEET EQUIP. NOTES TO FROM 13 14 F-E 106 MUV44 1.3334 14 15 F-E 106 L8 42.4166 15 16 F-E 106 E5 90 0.7854 16 17 F-E 106 L9 21.4166 17 18 F-E 106 E6 90 0.7854 18 19 F-E 106 L10 1.3333 19 20 F-E E7 90 0.7854 20 21 F-E L11 1.0 21 21 104.5 TB 6-
- 6-* 4-21 22 F-H 104.5 L12 0.9375 22 22 F-H 104.5 TB 6 *6-*6*
22 23 F-H L13 1.3928 23 24 F-H E8 45 0.75 24 25 F-H 103.25 L14 8.375 25 26 F 90 1.1781 _ . . . _ . _ .___.-H_ _ _
= , . . ~ = = - . -
O . O O h Florida DESIGN ANALYSIS / CALCULATION ie / . 83.?I Crystal River Unit 3 Page ll_ of.gg_
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tu.......u., M 96 0007 MUT BWST HYTFIAN ANALYSIS o TABLE APP - A.2: BWST TO MUT-1 SUCTION (TRAIN B_1 i NODE SEGMENT ELEV. LINE DISTANCE ELBOW TYPE DISTANCE VALVE DISTANCE MISC. TO FROM ID. FEET NO. FEET NO. DEGREES FEET NO. FEET EQUIP. NOTES 26 27 F - li MUV-66 1.3230 27 28 F-H L15 2.6250 28 29 F-H L15, 1.1354 STRAIN 5R - REDUCER 6"*4* 29 30 F-H E10 - 90 0.7854 30 30 F-H 97.2083 MUP-1B EL 97.2083* 21 31 C-F 104.5 L16 10.1042 31 32 C-F MUV-63 1.1666 32 33 C-F 104.5 1.17 0.9167 33 34 C-F MUV-62 1.1666 34 35 C-F 104.5 L18 1.5833 35 35 TB 6* *6"*6" 36 C-D L19 1.3928 36 37 C-D E11 45 0.75 37 38 C-D 103 25 L2O 8.375 .e een am me m m
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4 5 7 3 5 7 6 6 0 6 E A E 2 3 9 6 4 L T EF 6 1 5 7 9 B 5 9 5 S 2 1 4 A I S L D I S , Y L E . 1 2 2 3 4 5 A N O 2 1 2 2 2 2 N L I N L L L L L L , i A N A R 3 T Y V. T 8 0 5 5 5 6 H E L E E 2 4 0 4 0 4 0 0 1 T E F 7 1 1 1 S 9 W B T U T M N C C C
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M tw, txx)7. MUT-BWST HYTRAN ANALYSIS 0 IABLE APP - A.2: BWST TO MUT-1 SUCTION iTRAlHjl NODE SEGMENT ELEV. LINE DISTANCE ELBOW TYPE DISTANCE VALVE DISTANCE MISC. TO FROM ID. FEET NO. FEET NO. DEGREES FEET NO. FEET EQUIP. NOTES 51 52 B' - C E18 45 0.75 52 53 B' - C 106 L26 3.7083 53 54 B' - C E19 90 1.1781 54 55 B' - C 106 L27 32.4166 55 56 B' - C E20 90 1.1781 56 57 B' - C L28 0.5 57 58 B' - C E21 90 1.1781 58 59 B'- C 104 L29 3.7084 59 60 B' - C E22 45 0.75 60 61 B' - C L30 7.7138 61 62 B' - C E23 90 1.1781 62 63 B' - C L31 7.2500 63 63 TB 6"*6*56" 63 64 B - B' 96 L32 0.4688 64 65 B - B' MUV-60 1.4583
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Si I TABLE APP k A.2r8WST TO MUT-1 SUCTION (TRAIN B) NODE SEGMENT ELEV. LINE DISTANCE ELBOW TYPE DISTANCE VALVE DISTANCE MISC. TO FROM ID. FEET NO. FEET NO. DEGREES FEET NO. FEET EQUIP. NOTES 65 66 B - B' 96 ~ ' 'L33 ~ O.5729 66 67 B - B' MUV-58 1.323 67 68 B - B' E24 90 1.1781 68 69 8 - B' L34 7.5 69 70 0 - B' E25 90 1.1781 70 71 B - B* 105 L35 3.2083 71 71 B - B' 105 E26 45 0.75 71, 72 B - B' E26, 93 1.1781 72 73 B - B' L36 17.1875 73 74 B - B' E27 90 1.1781 74 75 B - B* L37 4.3021 75 75 113 14"* 14'*6' 75 76 A-B 86.3125 L38 0.7708 76 77 A-B E28 45 1.75 77 78 A-B L39 2.0521 .* m u..,w w w s-
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im.............. 0 M 96 0007. MUT BWST HYTRAN ANALYSIS IABLE APP - A.2: BWST TO MUT-1 SUCTION (TRAIN B) LINE DISTANCE ELBOW TYPE DISTANCE VALVE DISTANCE MISC. NODE SEGMENT ELEV. NO. DEGREES FEE' NO. FEET EQUIP. NOTES TO FROM 10. FEET NO. FEET
~
78 79 A-B E29 45 , 79 80 A-B L40 23.125
') TR 14'*14 *10*
80 80 A-B B0 81 A-B L41 5.75 81 82 A-B E30 90 2.7489 82 83 A-B L42- 5.8438 5tET. tee ad Ptere MSP hamer E. - , 9 09
I o glorida e cab *rd DESIGN ANALYSIS / CALCULATION Crystal River Unit 3 Page 26 of 28 M-96-0007 MUT-BWST HYTRAN ANALYSIS 0 For computer modeling, Train "B" was broken into seven segments, (1) A to B, from the BWST to the first T-run (14"
- 14"
- 6") toward MUP-1C, (2) B to B', from the first T-run (14"
- 14"
- 6") to the first T-run immediately after valve MUV-60, (3) B' to C, from the first T-run immediately after valve MUV-60 to MUP-1C suction, (4) C to D, from MUP-1C suction to the MUP-1C, (5) C to F, from MUP-1C suction to MUT-1 tie-in point, (6) F to H, from MUT-1 tie-in point to MUP-1B, and (7) F to E, from MUT-1 tie-in point to MUT-1. The components, pipe straight length (includes valves), and pipe total length (includes valver. and elbows) for each of these segments are listed below.
Table APP - A.2 Section A to B,14" Pipe (1) TR (14"
- 14"
- 10")
(0.5) TR (14"
- 14"
- 6")
Straight Length = 37.5417' (1) 90 Elbow Straight Length + Elbows = 43.7906' (2) 45 Elbows
,~ (1) Entrance
(~^ A at El.120.5' B at El. 86.3125' Std. Sch. Wall Thickness = 0.375" Section B to B',6" Pipe Valve MUV-58 : Valve MUV-60 Straight Length (w/ valves) = 36.0209' (5/6) TB (14"
- 14"
- 6")
Straight Length + Elbows = 41.4833' (0.5) TR (6"
- 6"
- 6")
(4) 90
- Elbows
~
B at El. 86.3125' (1) 45
- Elbow B' at El. 96.0' (1) 14" to 6" Sudden Contraction y y t ,
Std. Sch. Wall Thickness = 0.280" Section B' to C 6 Pipe (5/6) TB (6"
- 6" *l6")
(0.5) TR (6"
- 6"
- 6")
Straight Length = 124.0035' (8) 90 Elbows Straight Length + Elbows = 134.9283' (2) 45 Elbows B' at El. 96.0' C at El.104.5'
) Std. Sch. Wall Thickness = 0.280" e i; RET. ute of F. ant Af 6P. %ciear Engmee-rg
glorida U DESIGN ANALYSIS / CALCULATION coa M Crystal River Unit 3 l t Page 27 of 28 l v cu.we, : w. mrm ,,o sema M-96-0007. MUT-BWST HYTRAN ANALYSIS 0 i Table APP - A.2 - cont. I Section C to D,6" Pipe,4" Elbow 0.7854' (5/6) TB (6"
- 6"
- 6") l Valve MUV-59 i Straight Length (w/ valves) = 14.8512' Strainer - Temporary l Straight Length + Elbows = 17.5647' 6"
- 4" Reducer (1) 90 Elbow '
C at El.104.5' (1) 90
- Elbow (4" pipe)
D at El. 97.2083' (1) 45 Elbow Std. Sch. Wall Thickness = 0.280" Section C to F,6" Pipe Valve MUV-62 Valve MUV-63 Straight length (w/ valves) = 14.9374' (0.5) TR (6"
- 6"
- 6")
Straight Length + Elbows = 14.9374' (0.5) TR (6"
- 6"
- 4") (Reducing T)
O kJ C at El.104.5' F at El.104.5' - Std. Sch. Wall Thickness = 0.280" ' Section F to H,6" Pipe,4" Elbow 0.7854' Valve MUV-66 l Strainer - Temporary j Straight Length (w/ valves) = 15.7887' 6"
- 4" Reducer i Straight Length + Elbows = 18.5022' (0.5) TR (6"
- 6"
- 6")
(1) TB (6"
- 6"
- 6")
i F at El.104.5' (1) 90 Elbow [ H "at El ' 97.2083' (1) 90 Elbow (4" pipe) j f (1) 45 Elbow
.,. Std. Sch. Wall Thickness = 0.280" :
i L Section F to E,4" Pipe Valve MUV-64 Valve MUV-65 Straight Length (w/ valves) = 97.1354' (5/6) TB (6"
- 6"
- 4") (Reducing T) ;
Straight Length + Elbows = 102.0624' (5) 90 Elbows I (2) r i., cows F at El.104.5' (1) Entrance E at El.120.9167' (1) TR (4"
- 4"
- 3")
(1) 4" to 6" Expansion ! Std. Scn. Wall Thickness = 0.237"
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- gr DESIGN ANALYSIS / CALCULATION Crystal River Unit 3 Page _21_ of 28 REVf5CN M 96-0007, MUT-BWST HYTRAN ANALYSIS 0 8.0 RESULTS The above results were used in Section 5.1.1 in the main body of the calculation to determine the friction head losses for ECCS Trains "A" and "B" from the BWST to the MUT-1 tie-in point and to develop the Hytran Model- nodal volumes and friction / length losses through nodal connecting elements.
O
l Calc M96-0007, MUT/BWST Hytran Analysis Appendix B CR Make Up Tank Volume CalculationsModel- MathCad 5.0 File Tanks.MCD General geometry of the tank head OD : 96 SF = 1.5 DR = 90 KR : 5.75 thead t
. shell OD-2t head 1 AB = - KR AB = 41.688 I
2 , BC :DR- KR BC = 84.25 2 2 AC = BC - AB ) AC = 73.213 a =asinbj a = 29.657 deg
\BC, DE = sin (a) DR DE =44.5326 EC = cos(a) DR EC =78.2103 .
AE = EC - AC AE = 4.9968 TE = DR- EC TE = 11.7897 , Tota 1HeadHeight = AE - TE + SF- t head Tota 1HeadHeight = 18 849 The calculated total head height is less than the 19.000 inches shown on Buffalo Tank drawing M4057 (also see Figure 5.3.3.1). The difference of 0.151 inches will be added to SF to keep the overall height of the tank at 13'-5", per M4057. SF : SF + 0.151 SF = 1.651 Dish Region: This is a spherical cap as described in Marks Standard Handbook for Mechanical Engineers,9th Edition, Fgure 2.1.52 on page 2-10. i =1. 7 head = T T T T T T1 rF:
Calc M96-0007, MUT/BWST Hytran Analysis Appendix B n ' head '2 Vol Dish,
- 3
@Ed) .
Vol Dish, (cubic inches) l 0 281.7 J 2516.42 6937.68 13495.23 , l 22138.8 .l 37584.69 j l EQl(A.B C) : C ' B :1 C :1 1 l given head,mEQl(Vol Dish,,B,C) head 3 =EQl(Vol Dish ,B,C 5 head 2 =EQl(Vol Dish ,B,C 2 head,sEQl[Vol Dish,,B , C head 3 =EQl(Vol Dish ,B,C 3 head,sEQl{Vol Dish,,B,C} head,=EQllVo! Dish,,B,C) l 1gr j = m'aierr(B,C) Solution to Equation: B = 0.507 C = 17.689 Check equation head versus actual head i HdP; :EQl(Vol Dish. , B , C ' i i
)
head, HdP; I 0 0 1.0000 0.9862 3.0000 2.9921 5.0000 5.0028 This is a good match. Equation is acceptable E0000 7.0094 9 0000 9.0082 11.7897 11.7799 Page 2 i
- I Calc M96-0007, MUT/BWST Hytran Analysis Appendix B i
V 1$
,/-
10 head, HdP g
/
l 4 4 4 4 0 1*10 2*10 3*10 4*10 Vol g,Vol 4 l Knuckle Region The volume of this region is calculated using the integrated equation calculated for the knuckle region in Section 52.3, page 35. The central portion is simply a cylinder. See page 34 of the calculation for a sketch of the knuckle region. R o:AB Rad :KR i : 1. 9 O s. = I T l.5 T* 2.5._ I 3.5 I AE AE = 4.997 N p. l l 2 Vol Cyl.=nR o h, j
*g.
i 2 2
/ h il 2 n1 hJi' Vol Kn' dig -nR, h,,fRad - lh;)2 Rad asin{-- . Rad L I! . n Rad h -
3 3 Vol Cs 1. i i I Page 3 l
Calc M96-0007, MUT/BWST Hytran Analysis Appendix B [ Vol Knuckle. (cubic inches) V 8 0 7060.9 10574 94 14068.89 4 17535.34 l 20966.16 24352.07 27682.01 Vol Knuckle 34090.94 9 = 19.729 (cubic feet) 3 12 The equation was integrated over a height starting from the nuckle radius center to simplify the calculus. However, since we are trying to model head versus volume at the bottom of the tank, we need head as a function of volume from the the lower portion of the shape (see sketch). In order to do this, the delta volumes between the above elevations are reworked to produce a new matrix of volumes versus head. This matrix will be used to develop the volume versus head equation for the knuckle region. Vol head; = Knuckle; ' 4.997 - 4.997 34090.94 - 34090.94 4.997 - 4 34090.94 - 27682.0I h=4,997 O, 4.997 - 3,5 34090.94 - 24352.07 h 4.997 - 3 34090 94 - 20966.16
^
4.997 - 2.5 34090.94 - 17535.34 4.997 - 2 34090.94 - 14068.89 h - 4.997 - 1.5 34090.94 - 10574.94 h=0 4.997 - 1 34090.94 - 7060.9 4.997 - 0 34090.94 - 0 B EQl( A,B.C) : A C B .= 1 C :1
~ . y head, SEQ 1/Vol Knuckle ,B,Cj I head,=EQl Vol Knuckle ,B,C) 1 6 /
bead2 =EQl Vol Knuckle 2 B.C; head,=EQ1[Vol Knuckle,, B ,C head3 =EQl Vol Knuckle ,B,C\ head,=EQl Vol Knuckle,, B .C 3 heady =EQ! Vol Knuckleg BC head,=EQl Vol Knuckle,.B . C l head3 =EQ1 Vol Knuckle .B,C < 5 , Page 4
f l l Calc M96-0007, MUT/BWST Hytran Analysis Appendix B 1
- 1 i
l B l
- minerr(B,C) '
Cl , { l Solution to Equation: B = 0.962 C = 4581.874 Check equation head versus actual head HdP; =EQl(Vol Knxue,,B,C) HdP; head, 0 0 1.0014 0.9970 1.4976 1.4970 1.9955 1.9970 This is a good match. Equation is acceptable 2.4949 2.4970 2.9955 2.9970 l 1 3.4 % 7 3.4970 3.998 3.9970 I j 4.9979 4.9970
- l l
l i i i 5 l
~
0 4 4 4 0 l'10 2*10 3'10 Vol n gy,;,Vol g ,y, t f y Page5 l t
Calc M96-0007, MUT/BWST Hytran Analysis Appendix B l j Calculate Total Tank Volumes and Areas n-(OD - 2 t head Areasp Area 3p : (square inches) = 49 0943 (square feet) 4 2 12 Vol3p (cubicinches) = 6.755 (cubic feet) Vol SF : AreaSFSF 12 Vol IIeadTot Y I Dish, + Vol Knxkle[ V I SF Vol HeadTot = 83347.502 (cubic inches) Vol HeadTot Vol IIcadTot Vol HeadTot = 48.234 (cubic feet) 3 12 a(OD-2tshell' (square inches) Area Shell
= 49.4832 (square feet)
Area Shell : 4 12' lArea ShellI Vol Shell 10.25 (cubic feet) Vol Shell = 507.202 (cubic feet) 2 i 12 / Vol TankTot = 2 Vol lleadTot
- V I Shell VI TankTot = 603.669 (cubic feet)
InitialWaterlevel = 52.3 + 1.5 + AE + TE + SF InitialWaterlevel = 72.2375 (inches) from inside bottom of tank InitialVolWater = Vol 11eadTot * ( Area She!!-(InitialWaterlevel- ( AE - 12 3 initialVolWater = 270.083 (cubic feet) InitialGasVol : VolTankTot- InitialVolWater InitialGasVol = 333.586 (cubic feet) Page 6
. _ . . _ _ . _ . . . . _ . _ _ . . - _ _ - _ ~. .._. -
l NN'000I, khChetF9td $ FILE:53352500037 l be h PARSONS POWER GROUP INC. l TELEPHONE AND CONFE10:NCE MEMORANDUM l DATE: February 5, 1996 BY: Paul Bunker WORR ORDER NO.. 53552500037 TELEPHONE CALL CONFERENCE: WITH: Kevin Ledzian/R. Vaughn/T. Hatch / Paul Bunker ORGANIZATION: FPC I
SUBJECT:
MUT-1 HYDRAULIC ANAI.YSIS HPI PUMP (S) IN OPERATION NOTES: Kevin provided the following input to the hydraulic analysis: There is no instance where post LOCA there will be more than one make up pump ! aligned to either the A or B loop of BWST suction. Therefore the analysis need { not consider two pumps operating. i P. L. Bunker AEA l (D l cc: W. W. Nisula (FPC) K. R. Ledzian (FPC) I R. E. Vaughn T. R. Hatch ' l GAI-203 8/86
Attachmsnt 2, M96-0007 FILE:53552500037
/
r Q' PARSONS PONER GROUP INC. TELEPHONE AND CONFERENCE MENORANDUM DATE: February 21, 1996 BY: Paul Bunker NORK ORDER No.: 53552500037 TELEPHONE CALL CONFERENCE: WITE: Ron Clauson/T. Hatch / Paul Bunker i ORGANIEATION: FPC susJECT: MUT-1 HYDRAULIC ANALYSIS APPENDIX R CASES TO ANALYSE NOTES: Ron provided the following input to the hydraulic analysis: The Appendix R cases to be analyses should be identical to cases 15 and 16 of FPC calculation M94-0053 Rev. 3. This includes a 6 F per hour cooldown with letdown isolated and a normal reactor operation with continuous letdown flow. There is no need to continue the transient beyond 8 hours. The pressure regulator setpoint should be assumed to be at 17 psig. P. L. Bunker AEA A cc: W. W. Nisula (FPC) K. R. Led:ian (FPC) R. E. Clauson (FPC) 3 R. E. Vaughn ; T. R. Hatch b w h-5 k a a k'*
1 1 I Calculttion M96-0007, MUT/BWST Hytran Analysis Attachm:nt 3 HYTRAN-INF=CRMUTSS.DAT - BWST/MUT-1 DRAWDOWN MODEL l ,/x COMM SS MODEL CONDITIONS (i.e., PRESSURES AND VELOCITIES) ( ) COMM NO DRAWDOWN OF BWST AND MUT-1. COMM BWST INITIALLY @ 32.3746 PSIA, MUT IMITIALLY @ 30.488 PSIA CNTL DATA IFLX,0, ' IVAB,0 TSTP,0.100, ] DCNV,0.001, , l TSTA,0,000, ' I TEND,60., NLOP,12000, IPRT,300, ] ISTA,1, RLAX,1.30, IENG,0, DSTA,0,0001, IOUT,1, IDFL,2, VAPP,.8, , ENDD l l NODE DATA COMM 14" "B-TRAINa PIPING FROM BWST ( A TO B ) 1,32.3,100.0,1.4459,0.,0 ,0.,0.,0.,0. 2,32.3.100.0,1.4459,0.,0.,0.,0.,0.,0. l 3,32.3,100.0,1.4459,0.,0.,0.,0.,0.,0. 4,32.2,100.0,1.4459,0.,0.,0.,0.,0.,0. 5,32.2,100.0,1.4459,0.,0.,0.,0.,0.,0. 6,32.1,100.0,1.4459,0.,0.,0.,0.,0.,0. 7,32.1,100.0,1.4459,0.,0.,0.,0.,0.,0. 8,32.1,100.0,1.4459,0.,0.,0.,0.,0.,0. r-~S 9,32.0,100.0,1.4459,0.,0.,0.,0.,0.,0. I
\ ~j 10,32.0,100.0,1.4459,0.,0.,0.,0.,0.,0.
11,32.0.100.0,1.4459,0.,0.,0.,0.,0.,0. 12.31.9,100.0,1.4459,0.,0.,0.,0.,0.,0. , 13,31.9,100.0,1.4459,0.,0.,0.,0.,0.,0. I 14,31.8,100.0,1.4459,0.,0.,0.,0.,0.,0. 3 15,46.1,100.0,1.4459,0.,0.,0.,0.,0.,0. 16,46.1,100.0,1.4459,0.,0.,0.,0.,0.,0. 17,46.0,100.0,1.4459,0.,0.,0.,0.,0.,0. 18,46.0,100.0,1.4459,0.,0.,0.,0.,0.,0. 19,46.0,100.0,1.4459,0.,0.,0.,0.,0.,0. 20,45.9,100.0,1.4459,0.,0.,0.,0.,0.,0. 21,45.9,100.0,1.4459,0.,0.,0.,0.,0.,0. 22,45.8,100.0,1.4459,0.,0.,0.,0.,0.,0. l ;23,45.8,100.0,1.4459,0.,0.,0.,0.,0.,0. 'b 24,45.8,100.0,1.4459,0.,0.,0.,0.,0.,0. 25,45.7,100.0,1.4459,0.,0.,0.,0.,0.,0. - M cd
-26,45.7,100.0,1.4459,0.,0.,0.,0.,0.,0. ~
27,45.7,100.0,1.4459,0.,0.,0.,0.,0.,0. - 28,45.6,100.0,1.4459,0.,0.,0.,0.,0.,0.
., 29,45.6,100.0,1.4459,0.,0.,0.,0.,0.,0.
COMM 6" PIPING PAST MUV-60 TO TEE BRANCH ( B TO E' ) 30,44.6,100.0,1.3871,0.,0.,0.,0.,0.,0. 31,44.6,100.0,1.3871,0.,0.,0.,0.,0.,0. 32,44.6,100.0,1.3571,0.,0.,0.,0.,0.,0. 33,40.3,100.0,1.3971.0. 0.,0.,0.,0.,0. 34,40.3,100.0,1.3571,0.,0.,0.,0 ,0.,0. 3E,4:.2,100.0,1.3671.0.,0.,0.,0. 0..:. COMM 6" P! PING TO MUP-1C TEE BRANCH ( B' TO C ; i 36,40.2,100.0,1.2305,0.,0,,0 ,0.,0.,0. I f-g 37,40.2,100.0,1.2305,0,,0.,0.,0.,0.,0. l ( 36,4:.2,10C.0,1.2305.0.,C.,0.,0. 0.,0. l
\_; 39.4:.2,.:0.0,1.23:5.0.,0 ,: ,
^ ^ ,:.
Page1
- Calculation M96-0007, MUT/BWST Hytran Analysis. Attachment 3
- i i l
~40,40.2,100.0,1.2305,0.,0.,0.,0.,0.,0.
f-~ 41,40.2,100.0,1.2305,0.,0 ,0.,0.,0 ,0. 42,40.2,100.0,1.2305,0.,0.,0.,0.,0.,0. 43,40.2,100.0,1.2305,0.,0.,0,,0.,0,,0.
- _ 44,40.2,100.0,1.2305,0.,0.,0.,0.,0.,0.
- 45,40.2,100.0,1.2305,0 ,0.,0.,0.,0.,0.
! 46,40.2,100.0,1.2305,0.,0,,0.,0.,0.,0. I 47,36.3,100.0,1.2305,0.,0,,0.,0.,0.,0. 48,36.3,100.0,1.2305,0,,0.,0.,0. 0.,0. 4 49,36.3,100.0,1,2305,0.,0.,0.,0.,0.,0. 50,36.3,100.0,1.2305,0.,0.,0.,0.,0. 0. 51,36.3,100.0,1.2305,0. 0..0.,0.,0.,0. 52,36.3,100.0,1.2J05,0.,0.,0,,0.,0. 0. 53,36/3,100.0,1.2305,0 ,-0. 0.,0.,0.,0. - 54,36.3,100.0,1.2305,0.,0.,0.,0.,0.,0. 55,36.3,100.0,1.2305,0.,0.,0.,0.,0.,0. 4 56,36.3,100.0,1.2305,0.,0.,0.,0.,0.,0. l 57,36.3,100.0,1.2305,0.,0.,0.,0.,0.,0. ; l COMM 6"/4" PIPING TO MUP-1C ( C TO D ) COMM 58,30.727,100.0,1,1453,0.,0.,0.,0.,0.,0. l COMM 59,29.882,100.0,1,1453,0.,0.,0.,0.,0.,0. ! COMM 60,32.885,100.0,1,1453,0',0.,0.,0.,0.,0.. COMM 6" PIPING TO MUT-1 TEE BRANCH ( C TO F ) < 61,36.2,100.0,0.9999,0.,0.,0. 0.,0.,0. 62,36.2,100.0.0.9989,0.,0.,0.,0.,0.,0. 63,36.2,100.0,0.9989,0 ,0.,0,,0.,0,,0. l COMM 4" PIPING FROM MUT-1 TO 6" PUMP SUCTION HEADER ( E TO F ) 64,33.2,100.0,1.0025,0.,0.,0.,0.,0.,0. , 65,33.0,100.0,1.0025,0.,0.,0.,0.,0.,0. ! 66,32.8,100.0,1.0025,0.,0.,0 ,0.,0 ,0. . 67,32.7,100.0,1.0025,0.,0.,0.,0.,0.,0. 68,37.3,100.0,1.0025,0.,0.,0.,0.,0.,0. f 69,37.1,100.0,1.0025,0.,0.,0..,0.,0.,0. < 70,37.0,100.0,1.0025,0.,0.,0.,0.,0.,0. 71,36.7,100.0,1.0025,0',0.,0.,0 . ,0.,0. 72,36.5,100.0,1.0025,0.,0.,0.,0.,0.,0. COMM 6"/4" PIPING TO MUP-1B ( F TO H ) 73,36.1,100.0,1.2080,0.,0 ,0.,0.,0.,0. ' 74,35.1,100.0,1,2080,0.,0,,0.,0 ,0.,0. 75,38.1,100.0,1.2080,0.,0.,0.,0.,0.,0. COMM BOUNDARY NODES COMM BWST OUTLET @ EL. 120'-6"
-100,32.3746,100.0,0,,0.,0.,0 ,0.,0.,0. ;
COMM MUT-1 OUTLET @ EL. 120'-11"
-200,30.488,100.0.0.,0.,0.,0.,0.,0.,0.
COMM BSP-1B AND DHP-1B, MUP-1C, MUP-1B DUMMY DISCHARGE NODES J- -997,14.70,100.0,0.,0.,0.,0 ,0.,0.,0. COMM .-998,14.70,100.0,0.~0.s0.,0.,0.,0 ,0. ISOLATE C PUMP
-999,14.70,100;0,0.,0.,0.,0;,0.,0.,0.
CCMM DUMMY NOCES FOR STORING CALCLT ATED VALUES
-400,14.70,100.0,0.,0.,0 40.,0.,0.,0.
4 COMM END OF NODE DATA ENOD
-NCES DATA COMM 14" "B-TRAIN" PIFING FROM BWST (A-B) 1,100,1,0,0.9575,1.0000,0.040 4,0.0000,111.853
- 2,1,2,0,0 9 57 5,1. 00 0 0, C . 04 014, 0. 00 0 0,11. 9 5 3 3,2,3,0,0.9575,1.0000,0 04014,0.0000,11.853 4, 3 ,4,0,0 . 9 57 5,1. 0 0 0 0,0. 04 014, ; . 0 0 0 0,11. E 5 3 5,4,5,0,0.9575,1.0000,0.04014,0.0000,11.853 6,5,6,0,0.9575,1,0000,0.04014,0,0000,11.853 7,6,7,0,C.9575,1.0000,0.04014,0.0000,11.853 9,7,B,0,0.9575,1.0000,0.04014,0.0000,11.B53 2
_ Os 9, 9 , 9 i o , C . 9 57 5,1. 0 0 0 0,0. 0 4 014. 0. 0 0 0 0,11. 9 5 3 Page 2
._ - ~ _ - - .- -- - -- , . .-. .. _
1 i Calculation M96-0007, MUT/BWST Hytran Analysis Attachm:nt 3 f- s 10,9,10,0,0.9575,1.0000,0.04014,0,0000,11.853 t ( ) 11,10,11,0,0.9575,1.0000,0.04014,0.0000,11.853
\s / 12,11,12,0,0.9575,1.0000,0.04014,0.0000,11.853
'3,12,13,0,0.9575,1.0000,0.04014,0.0000,11.853 44,13,14,0,0.9575,1.0000,0.04014,0,0000,11.853 15,14,15,1,0.9575,37.5417,0.0018,29.3231,11.853 16,15,16,0,0.9575,1.0000,0.04014,0.0000,11.853 17,16,17,0,0.9575,1,0000,0.04014,0.0000,11.853 18,17,18,0,0.9575,1.0000,0,04014,0,0000,11.853 l 19,18,19,0,0.9575,1.0000,0.04014,0,0000,11.853 l 20,19,20,0,0.9575,1.0000,0.04014,0.0000,11.853 l 21,20,21,0,0.9575,1.0000,0.04014,0.0000,11.853 1 22,21,22,0,0.9575,1.0000,0.04014,0,0000,11.853 !
23,22,23,0,0.9575,1,0000,0.04014,0.0000,11.853 i 24,23,24,0,0.9575,1.0000,0.04014,0.0000,11.853 l 25,24,25,0,0.9575,1.0000,0.04014,0,0000,11.853 l 26,25,26,0,0.9575,1.0000,0.04014,0,0000,11.853 l 27,26,27,0,0.9575,1.0000,0.04014,0.0000,11.853 l 28,27,28,0,0.9575,1.0000,0.04014,0.0000,11.853 l 29,28,29,0,0.9575,1,0000,0.04014,0.0000,11.853 COMM FIXED FLOW NCE FOR BSP-1B AND DHP-1B ! 30,29,997,-1,0.9575,1.0000,11.28551,0.0000,11.28551 ! COMM 14" x 14" x 6" TEE BRANCH (K CHANGED IN VAB1) 31,29,30,0,0.2006,1,0000,10.0,0.0000,2.707 COMM 6" PIPING PAST MUV-60 TO TEE BRANCH (B-B') 32,30,31,0,0.2006,1.0000,0.45375,0.0000,~.707 33,31,32,0,0.2006,1,0000,0.45375,0,0000,2.707 34,32,33,1,0.2006,36.0209,0.0018,-8.6599,2.707 35,33,34,0,0.2006,1.0000,0.45375,0,0000,2.707 36,34,35,0,0.2006,1.0000,0.45375,0.0000,2.707 COMM 6" x 6" x 6" TEE BRANCH @ B' (K CF.ANGED IN VAB1) [_} (_ ,/ 37,35,36,0,0.2006,1.0000,1.2,0.0000,2.707 COMM 6" PIPING TO MUP-1C TEE BRANCH (B'-C) 38,36,37,0,0.2006,1.0000,0.09450,0.0000,2.707 39,37,38,0,0.2006,1.0000,0.09450,0.0000,2.707 40,38,39,0,0.2006,1.0000,0.09450,0.0000,2.707 41,39,40,0,0.2006,1,0000,0.09450,0.0000,2.707 42,40,41,0,0.2006,1.0000,0.09450,0,0000,2.707 43,41,42,0,0.2006,1,0000,0.09450,0.0000,2.707 44,42,43,0,0.2006,1.0000,0.09450,0.0000,2.707 45,43,44,0,0.2006,1.0000,0.09450,0.0000,2.707 46,44,45,0,0.2006,1.0000,0.09450,0.0000,2.707 47,45,46,0,0.2006,1,0000,0.09450,0.0000,2.707 48,46,47,1,0.2006,124.0035,0.0018,-2.2072,2.707 49,47,48,0,0.2006,1.0000,0.09450,0,0000,2.707 50,48,49,0,0.2006,1.0000,0.09450,0.0000,'. 707 51,49,50,0,0.2006,1.0000,0.09450,0.0000,*.707 52,50,51,0,0.2006,1.0000,0.09450,0.0000,2.707 53,51,52,0,0.2006,1.0000,0.09450,0.0000,2.707 54,52,53,0,0.2006,1.0000,0,09450,0.0000,2.707 55,53,54,0,0.2006,1.0000,0.09450,0,0000,2.707 56,54,55,0,0.2006,1.0000,0.09450,0.0000,2.707 57,55,56,0,0.2006,1.0000,0.09450,0,0000,2.707 58,56,57,0,0.2006,1.0000,0,09450,0.0000,2.707 COMM ISOLATE PUMP C COMM 6" x 6" x 6" TEE BRANCH (K CHANGED IN VABil COMM 59,57,56,0,0.2006,1.0000,1.0,0.0000,6.366 C MM 6"/4" PIPING TO MUF-1C (C-D) CCMM 60,58,59,0,0.2006,1.0000,2.061;,0.0000,C.366 COMM 61,59,60,1,0.2006,14.8512,0,0018,15.8097,6.386 COMM FIXED FLCW NCE FOR MUP-1C 62,60,996,-1,0.2006,1.0000,6.38638,0.0000,6.36636
-(} COMM CCMM 6 " x 6 " x 6 " TEE R"': fM CHANGED IN VAB1) ig C1,57,61,C,0.20:r,1. 0CO,0.3.: CC00,2.'"7 Page 3
l Calculation M96-0007, MUT/BWST Hytran Analysis Attachment 3 ,6 COMM 6" PIPING TO MUT-1 TEE BRANCH - (C-F) 64,61,62,0,0.2006,1.0000,0.24000,0,0000,2.707 65,62,63,1,0.2006,14.9374,0,0018,0.0000,2.707 COMM 6" x 6" x 4" TEE RUN (K CHANGED IN VAB1) j 66,63,73,0,0,2006,1.0000,3.3,0.0000,2.707
-COMM 4" PIPING FROM MUT-1 TO 6" PUMP SUCTION HEADER 'E-F) 67.200,64,0,0.0884,1.0000,0.40675,0.0000,8.349 68,64,65,0,0.0884,1.0000,0.40675,0.0000,8.349 69,65,66,0,0.0884,1.0000,0.40675,0.0000,8.349 70,66,67,0,0.0884,1.0000,0.40675,0.0000,8.349 71,67,68,1,0.0884,97.135.,0.0018,5.4421,8.349 72,68,69,0,0.0884,1.0000,0.40675,0,0000,8,349 73,69,70,0,0.0884,1.0000,0.40675,0,0000,8.349 74,70,71,0,0.0884,1.0000,0.40675,0.0000,8.349 7L,71,72,0,0.0884,1.0000,0.40675,0.0000,8.349 .l COMM 6' x 6" x 4" TEE BRANCH (K CHANGED IN VAB1) l 76,72,73,0,0.0884,1.0000,1.0,0.0000,8.349 COMM 6"/4" PIPING TO MUP-1B (F-H) 77,73,74,0,0.2006,1.0000,3.53110,0.0000,6.386 78,74,75,1,0.2006,15.7887,0,0018,14.8709,6.386 CP'M FIXED FLOW NCE FOR MUP-1B 79,75,999,-1,0.2006,1.0000,6.38638,0.0000,6.38638 CON 4 END OF NCE DATA END3 PUMk DATA COMM NRA,1170.0, COMM HRA,190.0, COMM QRA,24.7, COMM TRA,10.0, C304 INR,10. 0, COMM X 0.,0.3927,0.7858,1.1781,1.5708,1.9635,2,3569,2.7489, COMM 3.1416,3.3866,3.6052,3.7851,3.9270,4.1409, k COMM 4.2487,5.1051,5.4978,5.8905,6.2832,END COMM WH 0.75,0.725,0.700,0.750,0.800,0.900,1.0,1.300, COMM 1.1316,1.0650,0.9053,0.6905,0.50C0,0.2187, COMM 0.1157,-0.50,-0.25,0.10,0.75,END CCMM ENDP ENDD ARRY DATA ENDD VA31 DATA ENDD VA32 DATA C. . ........ ......... ........ ... . .. ...... ..... ...
C... CALCULATE K FOR NCE # 31 USING DATA FROM IDEL'CHIK C... DIAGRAM 7-21 IF (G31/G29 .GT 0.8) THEN , AP=0.9 ! ELSE AP=1.0 ENDIF K31 - AP - ( 1+ (G31/G29)**2.0 ) K31 - K31 * ( G29 / G31 ) ** 2.0 C. ... .. ...... . . ... ..... . .... ... . . . ... C. CALCULATE K FOR NCE # 37 USING DATA FROM IDEL'CHIK C.. DIAGRAM 7-21 IF (G37/G36 .GT- 0.S; THEN AF=0.9 ELSE AP-1.0 ENDIF
/~' K37 - AP * (0.34 + (G37/G36:=*2.0 i
(- K37 = K37 * ( G36 / G37 - ** 2.0 C. . ... . . . 1 Page 4
. - . . -.- ~- . . . - - . - . - . _ . - . - - - . . . - - - - . - . . - -
l-i Calculation M96-0007, MUT/BWST Hytran Analysis Attachmunt 3 l C... CALCULATE K FOR NCE # 59 USING DATA FROM IDEL'CHIK ' C... DIAGRAM 7-21, BRANCHLINE ISOLATED IN FINAL RUNS l C IF (G59/G58 .GT. 0.8) THEN l C AP=0.9 l C ELSE ' C AP=1.0 C ENDIF 1
'C K59 = AP * (0.34 + (G59/G58) * *2,0 ) I C K59 = K59 * ( G58 / G59 ) ** 2.0 l C..... . .............. ............ ...... ........ .. ..
C... CALCULATE K FOR NCE # 63 USING DATA FROM IDEL'CHIK l
.C... DIAGRAM 7-23 IF ( ABS (1-G63/G58) .LE. 0.1) THEN K63 = 0.30 ELSE I K63 = 0.4 *
-(1 - G63/G58) ** 2.0 K63 = K63 * ( G58 / G63 ) ** 2.0 ENDIF C......................................... .. .............
C... CALCULATE K FOR NCE # 66 USING DATA FROM IDEL'CHIK C... DIAGRAM 7-7 OBQC = (X76 *G76) / (X77*G77) K6 6 = 1. 5 5
- QBOC - QBOC*
- 2. 0 IF (K66 .LE. 0.0) K66-0.0 K6 6 = K6 6 * ( G77 / G66 ) ** 2.0 C........ . .............. ................................
C... CALCULATE K FOR NCE # 76 USING DATA FROM IDEL'CHIK C... DIAGRAM 7-7, CONVERGING TEE BRANCH. ADD VELOCITY HEAD C... TO RUN IF BRANCH K IS LARGE NEGATIVE NUMBER. l' QBQC = (X76*G76)/(X77*G77) IF (QBQC .LE. 0.0) QBQC=0.0 K76=.75 * (1 + QBOC*QBQC/(0.4407*.4407) - 2. 0 * (1 -QBOC) *
- 2. 0)
K76 = K76 * ( G77 / G76 ) ** 2.0 w IF (K76 .LE. -15.0) THEN K76=0.001 K66=K66+1.0 ELSE 3 ENDIF C....... .... ...... ...... . .............. ..... . ...... . C... MODEL CHECK VALVE IN MUT-1 DISCHARGE IF (G68 .LE. 0.0) THEN K68=99999999.S ELSE K68=0.40675 ENDIF C.............. . ......................................... C... INITIALIZE. VARIABLES IF (TIME .LE. TSTP) THEN a e'1 4 C... BLEVA.IS LEVEL ABOVE NOZZLE. BLEVI IS INDICATED LEVEL, ; vu ! A ? C. . WHICH IS IN EFFECT ABOVE 119.167' (122'-0" - 34") t1 BLEVA=41.567 )
. BLEVI-44.9 'l BGASPR= . 199+14 7 ULEVA=72.2375/12.0 ULEVI-74.9375/12.0 UGASPR=12.08+1.12+14.7 UGASVL=333.586 D ATVL-2 7 I . O B 3 WATVFR=2.5375 ELSE ENDIF C. FRINT RES**LTS IN PLOT FILES EVERY 5 SE:S IF iISTA.NE.1) RETURN
'~CCU':T T!ME- CO*'NT
=
Page 5
1 Caiculation M96-0007, MUT/BWST Hytran Analysis Attachment 3 IF (XCOUNT.GE.5.0) THEN 4 WRITE (21,20) TIME,BLEVA,BLEVI >V 20 FORMAT (3F10.4) WRITE ( 2 2 , 3 0 ) TIME , P2 0 0, G67, ULEVA , ULEVI , UGAS PR , UWATV! . P7 3 30 FORMAT (8F10.4) COUNT = TIME ELSE ENDIF ENDD VAB3 L\TA ENDD ; USER DATA l ENDD ENDD 4 I O . 1
+
~ ;4 .
4 t 4 d 4 2. {';r s ; % .t -
- c+ *n r 4 cy* , ;9 Nt2 L 6 d
*.)*
* '} 2 ', a 2 ',
[' O V Page 6
i 1 1 Calculation ME0007, MUT/BWST Hytran Analysis Attachm:nt 4 i ! g HYTN41 REV 0 GILBERT /COMIONWEALTH INC. 1989 HYTRAN INF=CRMUTSS.DAT
- BWST/MUT 1 DRAWDOWN MODEL M TIME = .0000 '"
l i
"NOC E : 1( 2): P= 32.3000 T= 100.0000 D= 61.9192 QM= .0000 l QMHz .0000 QVs .00 U= .0000 TE: .0000 !
VOL= 1.4459 CS=4882.2220 VP= .0000 ! NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY To-FROM XK 1 .7027E+03 11.853 1 100 4014E-01 2 .7027E+03 11.853 2 1 .4014E 01
" NODE = 2( 2): P= 32.3000 T= 100.0000 D= 61.9192 QM= .0000 QMH= .0000 QV= .00 Us .0000 TE= - .0000 VOL= 1.4459 CS=4882.2220 VP= .0000 NCES INFORMAfl0N . BRANCH NO. MASSFLOW RATE VELOCITY To FROM XK 2 .7027E+03 11.853 2 1 .4014E-01 l 3 .7027E+03 11.853 3 2 .4014E 01 l
" NODES 3( 2): P= 32.3000 T= 100.0000 D= 61.9192 QMs .0000 QMH= .0000 QV= .00 U= .0000 TEs .0000 VOL= 1.4459 CS=4882.2220 VP= .0000 NCES INFORMATION : 8 RANCH NO. MASSFLOW RATE VELOCITY T0 FROM XK 3 .7027E+03 11.853 3 2 .4014E-01 4 .7027E+03 11.853 4 3 .4014E-01
" NODE s 4( 2): P= 32.2000 T= 100.0000 D= 61.9192 QM= .0000 QMH= .0000 QV= .00 U= .0000 TE= .0000 VOL= 1.4459 CS=4882.2160 VP= .0000 NCES P. FORMATION : 8 RANCH NO. MASSFLOW RATE VELOCITY To-FROM XK 4 .7027E+03 11.853 4 3 .4014E 01 5 .7027E+03 11.853 5 4 .4014E-01
" NODE = 5( 2): P= 32.2000 T= 100.0000 D= 61.9192 QMs .0000 QMH= .0000 CVs .00 Us .0000 TE .0000 p i VOL= 1.4459 CS=4882.2160 VP= .0000 t NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY T0 FROM XK V 5 . 7027E+03 11.853 5 4 .4014E-01 6 .7027E+03 11.853 6 5 4014E-01
**h0DE= 6( 2): P= 32.1000 T= 100.0000 D= 61.9192 QM= .0000 QMH= i'.0000 QVs .00 U= .0000 TE= .0000 VOL= 144459 CS=4882.2100 vP= .0000 NCES ?NFORMATION . BRANCH NO.? MASSFLOW RATE VELOCITY 10-FROM XK 6 il .7027E+03 11.853 6 5 4014E-01 7 M .7027E+03 11.853 7 6 .4014E 01
** NODE = 7( 2): P= 32.1000 T= 100.0000 D= 61.9192 QM: .0000 QMH= .0000 Qva .00 U= .0000 TE= .0000 VOL= 1.4459 CS=4882.2100 VP= .0000 NCES INFORMATION BRANCH NO. MASSFLOW RATE VELOCITY 70-FROM XK 7 .7027E+03 11.853 7 6 .4014E-01 8 .7027E+03 11.853 8 7 .4014E-01 "N00E = 8( 2): P= 32;1000 T= 100.0000 D= 61.9192 QM= .0000 QMH=. P.0000 QV= .00 U= .0000 TF= .0000 VOL= ' :1.4459 -CS=4882.2100 VP= .0000 NCES INFORMATION : BRANCH N0? MASSFLOW RATE VELOCITY To FROM XK 8> ?.1 ' .7027E+03 11.853 8 7 .4014E-01 9 -
.7027E +03 11.853 9 8 4014E-01
" NOD E s 9( 2): P= '32.0000 T= 100.0000 D= 61.9192 QMs .0000 QMH= 0.0000 CVs .00 Us .0000 TE: .0000 VOL= 1.4459 CS=4882.2050 VP= .0000 NCES INFORMATICN ERANCH NO. MASSFLOW RATE VELOCITY 70-FROM XK 9 .7027E+03 11.853 9 8 .4014E 01 to .7027E+03 11.853 10 9 4014E 01
" NOC E = 10( 2): P= 32.0000 T= 100.0000 D 61.9192 QMs .0000 Cuds .0000 Qve .00 U= .0000 TE: .0000 VOL= 1.4459 CS=4=82.2050 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY 70 FROM XK 10 .7027E+03 11.853 10 9 .4014E 01 O **N00E= 11( 2): P= 32.000b 0.0000 b 61 192 QMs 0
( QMHz VOL=
.0000 Qvs 1.4459 CS=4882.2050 VF=
.00 Us .0000 TE:
.0000
.0000 Page 1
Calculation M96-0007, MUT/BWST Hytran Analysis Attachmtnt 4 i NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY T0 FROM XK i 11 .7027E+03 11.853 11 10 .4014E 01
. ('\)
**N00E= 12( 2): P=
12 7027E+03 31.9000 T= 100.0000 0= 11.853 12 11 61.9192 QM=
.4014E-01
.0000 QMH= .0000 Qva .00 U= .0000 TE= .0000 VOL= 1.4459 CS=4882.1990 VP= .0000 l NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY TO-FROM XK 12 .7027E+03 11.853 12 11 4014E 01 13 .7027E+03 11.853 13 12 .4014E-01
**N00E= 13( 2): P= 31.9000 T= 100.0000 D 61.9192 oms .0000 DMH= .0000 QVs .00 Um .0000 TE= .0000 VOL= 1.4459 CS=4882.1990 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY TO FROM XK 13 .7027E+03 11.853 13 12 4014E 01 14 .7027E+03 11.853 14 13 .4014E 01
** NODE = 14( 2): Ps 31.8000 T= 100.0000 D= 61.9192 oM= .0000 l QMH= .0000 QV= .00 Us .0000 TE: .0000 VOL= 1.4459 CS=4882.1930 VP= .0000 NCES INFORMATION . BRANCH NO. MASSFLOW RATE VELOCITY TO FROM XK 14 .7027E+03 11.853 14 13 4014F-01 15 .7027E+03 11.853 15 14 .1800E-02
**N00E= 15( 2): P= 46.1000 T= 100.0000 0= 61.9192 QMs .0000 QMH= .0000 cvs .00 Us .0000 TE .0000 VOL= 1.4459 CS=4882.9950 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY T0-FROM XK 15 .7027E+03 11.853 15 14 .1800E-02 16 .7027E+03 11.853 16 15 .4014E 01
** NODE: 16( 2): Ps 46.1000 T= 100.0000 D= 61.9192 QMs .0000 QMHz .0000 Ova .00 U= .0000 TE= .0000 VOL= 1.4459 CS=4882.9950 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY 70-FROM XK 16 .702TE+03 11.853 16 15 .4014E-01 17 .7027E+03 11.853 17 16 .4014E 01
** NODES 17( 2): P= 46.0000 T= 100.0000 D= 61.9192 QMs .0000
/""' QMH= .0000 QVa .00 Us .0000 TE= .0000 VOL= 1.4459 CS=4882.9890 VP= .0000
(%s, / XK NCES INFORMATION ! BRANCH NO. MASSFLOW RATE VELOCITY T0-FROM 17 .7027E+03 11.853 17 16 .4014E 01 18 .7027E+03 11.853 18 17 .4014E 01
**N00E= 18( 2): P= 46.0000 T= 100.0000 0= 61.9192 QM= .0000 QMH= .0000 QV= .00 U=; .0000 TEs .0000 VOL= 1.4459 CS=4882.9890 VP= .0000 NCES INFORMAT!DN : BRANCH NO. MASSFLOW RATE VELOCITY T0-FROM XK 18 .7027E+03 11.853 18 17 .4014E 01 19 .7027E+03 11.853 19 18 .4014E-01
**N00E= 19( 2): P= 46.0000 T= 100.0000 0= 61.9192 QM= .0000 QMHz .0000 Qvs .00 U= .0000 TE= .0000 VOL= 1.4459 CS=4882.9890 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY To-FROM XK 19 .7027E +03 11.853 19 18 4014E-01 20 .7027E+03 ,11.853 20 19 .4014E 01
** NODES 20( 2): P= 45.9000 T= 100.0000 > 0= - 61.9192 QMs .0000 QMHs .0000 QVs ,00,3 D= ,, .0000 TE= .0000 VOL= 1.4459 CS=4882.9840 ,VP= .0000-NCES INFORMATION BRANCH NO. MASSFLOW RATE VELOC!TY To-FROM XK 20 .7027E+03 11.853 20 19 .4014E 01 21 .7027E+03 n 11.853 21 20 .4014E-01
**N00E= 21( 2): P= 45.9000 T= 100.0000 0= 61.9192 QM= .0000 QMHz .0000 CV .00 :Us .0000 TE= .0000 VOL= 1.4459 CS=4882.9840 VP= .0000 NCES INFORMATICN -
BRANCH No. MASSFLOW RATE VELOCITY T0 FROM XK 21 .7027E+03 11.853 21 20 4014E C1 22 7027E+03 11.853 22 21 4014E C1
**%00Es 22( 2): P= 45.8000 T= 100.0000 os 61.9192 QM: .00C0 Cuds .0000 ovs .00 Us .0000 TE= .0000 voL= 1.4459 CS=4882.9780 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY T0-FROM XK
- 22 7027E+03 11.853 22 21 4014E 01 23 .7027E+03 11.853 23 22 4014E-01
** NODES 23( 2): P= 45.8000 T= 100.0000 0= 61.9192 Qu= .0000 CMd= .0000 cvs .00 Us .0000 TE= .0C00 Page 2
Calculation M96-0007, MUT/BWST Hytran Analysis Attachment 4 ;
. VOL= 1.4459 CS=4882.9780 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY T0-FROM XK 23 .7027E+03 11.853 23 22 4014E 01 24 .7027E+03 11.853 24 23 .4014E 01
**N00Ea 24( 2): Ps 45.8000 T= 100.0000 0= 61.9192 QM= .0000 QW= .0000 Qv= .00 U= .0000 TE= .0000 v0L= 1.4459 CS=4882.9780 VP= .0000 NCES INFORMATION . BRANCH NO. MASSFLOW RATE VELOCITY TO-FROM XK 24 .7027E + 03 11.853 24 23 .40 ht 01 25 .7027E+03 11.853 25 24 4014E 01 ,
"N00 E = 25( 23: P= 45.7000 Ta 100.0000 On 61.9192 QM .0000 i I
QMHz .0000 QV= .00 U= .0000 TE= .0000 VOL= 1.4459 CS=4882.9730 VP= .0000 NCES INFORMATION : BRANCH NO. MASTFLOW RATE VELOCITY T0-FROM XK l i 25 .70?7E+03 11.853 25 24 .4014E 01 26 .70dE+03 11.853 26 25 .4014E 01
" NODE s 26( 21: P= 45.7000 T= 40.0000 0= 61.9192 QM= .0000 QMH= .0000 QVs .00 U= .0000 TE= .0000 VOL= 1.4459 CS=4882.5730 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY T0 FROM XK 26 .7027E+03 11.853 26 25 .4014E 01 27 .7027E+03 11.853 27 26 .4014E 01
** NODES 27( 2): P= 45.7000 T= 100.0000 0= 61.9192 QMs .0000 QMH= .0000 Qvs .00 Us .0000 TE= .0000 VOL= 1.4459 CS=4882.9730 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY T0 FROM XK l 27 .7027E+03 11.853 27 26 .4014E-01 l 28 .7027E+03 11.853 28 27 .4014E-01 )
*=N00E= 28( 2): P= 45.6000 T= 100.0000 0= 61.9192 QM= .0000 QMH= .0000 QV= .00 Us .0000 TEs .0000 vots 1.4459 CS=4882.9670 VP= .0000 3 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY TO FROM XK 28 .7027E+03 11.853 28 27 4014E 01 j 29 .7027E+03 11.853 29 28 .4014E 01 ,
N "N00 E = 29( 3): P= 45.6000 T= 100.0000 Os 61.9192 QMs .0000 l i ' cum = .0000 QV= .00 Us .0000 TE .0000 VOL= 1.4459 CS=4882.9670 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY To-FROM XK 29 .7027E+03 11.853 29 28 .4014E-01 30 .6691E+03 11.286 997 29 .1129E+02 l 31 .3362E+02 2.707 30 29 .1000E+02
** NODE 30( 2): P= 44.6000 T= 100.0000 0= 61.9192 QMs .0000 1 QMH= .0000 QV= .00 Us .0000 TE= .0000 VOLs 1.3871 CS=4882.9110 VP= .0000 #
NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY TO FROM XK 31 .3362E+02 2.707 30 29 .1000E+02 . 32 .3362E+02 2.707 31 30 .4538E+00
" NODE = 31( 2): P= 44.6000 T= 100.0000 0= 61.9192 QM= .0000 QMHz .0000 QVs .00 U= .0000 TE .0000 VOL= 1.3871 CS=4882.9110 VP= .0000 -
NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY TO FROM MK 32 .3362E+02 2.707 31 30 4538E+00, 33 .3362E+02 2.707 32 31 .4538E+00'
** NODES 32( 2): P= 44.6000 T= 100.0000 0= 61.9192 QM= -2 .0000
+ > QMHz .0000 QVs .00 U= .0000 TE= .0000 VOL= 1.3871 CS=4882.9110 VP= .0000 NCES INFORMATION . BRANCH NO. MASSFLOW RATE VELOCITY To FROM XK-33 .3362E+02 2.707 32 31 .453*E+00 34 .3362E+02 2.707 33 32 .1800E 02
" NODE 33( 2): Ps 40.3000 T= 100.0000 0= 61.9192 QM= .0000 C=H= .0000 Qvs .00 U= .0000 TE .0000 NOL= 1.3871 CS=4882.6700 VP= .0000 NCES INFORMATICN BRANCH NO. MASSFLOW RATE VELOCITY TO-FROM XK 34 .3362E+02 2.707 33 32 .1800E-C2 35 .3362E+02 2.707 34 33 .453BE+00
**N00E= 34( 2): P= 40.3000 T= 100.0000 0= 61.9192 Qu= .0000 Cudz .0000 ovs .00 U= .0000 TE= .0000 VOL= 1.3871 CS=4882.6700 VP= .0000 XK NCES INFORMATION ERANCH No. MASSFLOW RATE VELOCITY To-FROM h 35 36
.3362E+02
.3362E+02 2.707 2.707 34 33 35 34
.4538E+00 453!E*C; i
Page 3
l Calculation M96-0007, MUT/BWST Hytran Analysis Attachment 4 1 m " NOD E s 35( 2): Ps 40.3000 T= 100.0000 D= 61.9192 QMs .0000 QMHz .0000 QV= .00 Um .0000 TE .0000
)
i VOL= 1.3871 CS=4882.6700 VP= .0000 NCES INFORMATION : BRANCH No. MASSFLOW RATE VELOCITY 10-FROM XK l l 36 .3362E+02 2.707 35 34 .4538E+00 37 .3362E+02 2.707 36 35 .1200E+01 "N00E = 36( 2): P= 40.2000 T= 100.0000 0= 61.9192 QMs .0000 QMHz .0000 QV .00 U= .0000 TE= .0000 VOL= 1.2305 CS=4882.6650 VP= .0000 NCES INFORMATION : BRANCH NO. MAS $ FLOW RATE VELOCITY 70-FROM XK 37 .3362E+02 2.707 36 35 .1200E+01 38 .3362E+02 2.707 37 36 .9450E-01
" NODE s 37( 2): P= 40.2000 T= 100.0000 De 61.9192 QMs .0000 QMH= .0000 QV= .00 U= .0000 TE= .0000 VOL= 1.2305 CS=4882.6650 VP= .0000 NCES INFORMAfl0N : BRANCH NO. MASSFLOW RATE VELOCITY TO FROM XK 38 .3362E+02 2.707 37 36 .9450E 01 39 .3362E+02 2.707 38 37 .9450E-01 "N00 E = 38( 2): P= 40.2000 T= 100.0000 D= 61.9192 QM= .0000 i QMH= .0000 QV .00 U= .0000 TE= .0000 VOL= 1.2305 CS=4882.6650 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY To FROM XK 39 .3362E+02 2.707 38 37 .9450E 01 40 .3362E+02 2.707 39 38 .9450E-01 "N00 E = 39( 2): Ps 40.2000 T= 100.0000 D= 61.9192 QM= .0000 QMHz .0000 Qvs .00 U= .0000 TE= .0000 VOL= 1.2305 CS=4882.6650 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY To-FROM XK 40 .3362E+02 2.707 39 38 .9450E 01 41 .3362E+02 2.707 40 39 .9450E 01
" NODE 40( 2): P. 40.2000 T= 100.0000 D= A1.9192 QM= .0000 QMH= .0000 Qv= .00 Us .0000 TE= .0000 VOL= 1.2305 CS=4882.6650 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RA1E VELOCITY To-FROM XK 40 39 .9450E 01 f~" 41 42
.3362E+02
.3362E+02 2.707 2.707 41 40 .9450E 01
( " NODE = 41( 2): P= 40.2000 T= 100.0000 D= 61.9192 QM= .0000 QMHz .0000 QVs .00 U= .0000 TE: .0000 VOL= 1.2305 CS=4882.6650 VP= .0000 NCES INFORMATION + BRANCH NO. MAS $ FLOW RATE VELOCITY To-FROM XK
- 42 .3362E+02 2.707 41 40 .9450E-01 y 43 .3362E+02 2.707 42 41 .9450E-01
**N00E= 42( 2): P= 40.2000 T= 100.0000 D= 61.9192 QMs .0000 QMHz .0000 Qva .00 U= 0000 TE= .0000 p VOL= 1.2305 CS=4882.6650 VP 0000 4 NCES INFORMATION : BRANCH No. MASSFLOW RATE VELOCITY T0 FROM XK 43 .3362E+02 2.707 42 41 .9450E-01 ,
44 .3362E+02 2.707 43 42 9450E-01 "N00E= 43( 2): P= 40.2000 T= 100.0000 D= 61.9192 QMs .0000 QMH= .0000 ovs .00 Us .0000 TE= .0000 3 VOL= 1.2305 CS=4882.6650 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY 70-FROM XK > v md ~ .4 44 .3362E+02 2.707 43 42 .9450E 01 N;w q
'M" 45 .3362E+02 2.707 44 43 .9450E 01 . - t5
** NODES 44( 2): P= 40.2000 T= 100.0000 D= 61.9192 QM= .0000 QMH= .0000 QV= .00 Un .0000 TE .0000 VOL= 1.2305 CS=4882.6650 VP= .0000 MASSFLOW RATE VELOCITY T0 FROM XK NCES INFORMATION : BRANCH NO.
' 45 .3362E+02 2.707 44 43 .9450E 01 ,4 46 .3362E+02 2.707 45 44 945CE-01 "NOC E = 45( 2): P 40.2000 T= 100.0000 D= 61.9192 Cw= .0000 CwH= .0000 QV= .00 Us .0000 TE= .0000 VOL= 1.2305 CS=4882.6650 VP: .0000 MASSFLOW RATE VELOCITY T0-FROM NK hCES INFORMATION : ERANCH NO.
46 .3362E+02 2.707 e5 44 945:E-O' 47 .3362E+02 2.707 46 45 .945CE 01
**h00E= 46( 2): P= 40.2000 T= 100.0000 Da 61.9192 Cw= .0000 QMHz .0000 Qvs .00 U= .0000 TE= .0000 VOL= 1.2305 CS=4882.6650 VP= .0000
' NCES INFORMATION
- BRANCH No. MASSFLOW RATE VELOCITV 10 FROM xK 47 .3362E+02 2.707 46 45 945:E-C' Page 4
I t Calcu;ation M96-0007, MUT/BWST Hytran AnaYsis Attachment 4 1 48 .3362E+02 2.707 47 46 .1800E 02
** NODES 47( 2): P=
9'. OMH= VOL= 36.3000
.0000 QVs T=
1.2305 CS=4882.4460 100.0000
.00 D=
U= VP= 61.9192 QMs
.0000 TE=
.0000
.0000
.0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY TO FROM XK 48 .3362E+02 2.707 47 46 .1800E-02 49 .3362E+02 2.707 48 47 .9450E 01
" NOD E s 48( 2): P= 36.3000 T= 100.0000 D= 61.9192 QM= .0000 1 QMH= .0000 Qvs .00 Us .0000 TE= .0000 l VOL= 1.2305 CS=45?'.4460 VP= .0000 NCES INFORMATION : BRANCH No. MAS $ FLOW RATE VELOCITY To-FROM XK 49 .3362E+02 2.707 48 47 .9450E 01 50 .3362E+02 2.707 49 48 .9450E-01
" NODE s 49( 2): P= 36.3000 T= 100.0000 D 61.9192 QM= .0000 QMHz .0000 QV= .00 Us .0000 TE= .0000 VOL= 1.2305 CS=4882.4460 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY 10 FROM XK 50 .3362E+02 2.707 49 48 .9450E-01 51 .3362E+02 2.707 50 49 .9450E-01
" NOD E = 50( 2): P= 36.3000 T= 100.0000 D= 61.9192 QMs .0000 QMHz .0000 QV= .00 Us .0000 TE= .0000 VOL= 1.2305 CS=4882.4460 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY 70-FROM XK 51 .3362E+02 2.707 50 49 .9450E-01 1 52 .3362E+02 2.707 51 50 .9450E 01 I j "N00E = 51( 2): P= 36.3000 T= 100.0000 D= 61.9192 QM= .0000 l I QMHz .0000 QVs .00 Us .0000 TE= .0000 i VOL= 1.2305 CS=4882.4460 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY TO-FROM XK 52 .3362E+02 2.707 51 50 .9450E-01 53 .3362E+02 2.707 52 51 9450E-01 "N00E = 52( 2): P= 36.3000 T= 100.0000 Os 61.9192 QMa .0000 QMH= .0000 Qva .00 Um .0000 TE= .0000 VOL= 1.2305 CS=4882.4460 VP= .0000 '
l NCES INFORMATION : BRANCH No. MASSFLOW RATE VELOCITY To FROM XK [
; 53 .3362E+02 2.707 52 51 .9450E 01 A 54 .3362E+02 2.707 53 52 9450E 01 "N00 E = 53( 2): P= 36.3000 T= 100.0000 D= 61.9192 QMs .0000 QMHz .0000 QV= .00 U= .0000 TE= .0000 a VOL= 1.2305 CS=4882.4460 VP= .0000 u NCES INFORMAT!DN : BRANCH NO. MASSFLOW RATE VELOCITY TO FROM XK 5, l
b 54 .3362E+02 2.707 53 52 9450E-01 o 4 55 .3362E+02 2.707 54 53 .9450E 01 3
" NODE = 54( 2): P= 36.3000 T= 100.0000 D= 61.9192 QMs .0000 ,
' QMH= .0000 QVs .00 Us .0000 TE= .0000 3 VOL= 1.2305 CS=4882.4460 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY To-FROM XK 55 .3362E+02 2.707 54 53 .9450E-01 56 .3362E+02 2.707 55 54 .9450E 01 l ** NODES- SSC 2): P= 36.3000 Ta 100.0000 D= 61.9192 QM= .0000 ,
' '*-- QMHz t.0000 QV= .00 Us .0000 TE= .0000 33 i VOL=- 1.2305 CS=4882.4460 VP= .0000 . i WC . NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY TO-FROM XK :wd , vu;wM * '56 N .3362E+02 2.707 55 54 .9450E-01 e,jrpus
" ** 57 t .3362E+02 2.707 56 55 .9450E 01 ., o
" N 00 E = 56( 2): P= 36.3000 T= 100.0000 D= 61.9192 QMs .0000 m QMH= .0000 QV= .00 Us .0000 TE= .0000 mw
", VOL= 1.2305 CS=4882.4460 VP= .0000 m NCES INFORMATION . BRANCH NO. MASSFLOW RATE YELOCITY T0-FROM XK C 57 .3362E+02 2.707 56 55 .9450E-01 -
58 .3362E+02 2.707 57 56 .9450E 01
**NOCE 57( 2): P= 36.3000 T= 100.0000 D= 61.9192 QM= .0000 QMH= 0000 C'i s .00 Us .0000 TE: .0000 VOL= 1.2305 C5=e882.4460 VP= .0000 NCES INFCRMATION ERAACH NO. MASSFLOW RATE NELOCITY TO FRDM XK 58 .3362E+02 2.707 57 56 9450E 01 63 .3362E+02 2. 707 61 57 .3000E+00 "h0CE 61( 2): P= 36.2000 T= 100.C000 0= 61.9192 Cw= 0000
.0000 TE: .0000 b}
(j QMM= Vot=
.0000 0 'i =
.9989 CS=4882.4400
.00 U=
VP= .0000 N0ES 'NFORMATION
- ERANCH NO. MASSF.Qw RATE VELOCITY To FROM M Page5
l Calculation M%-0007, MUT/BWST Hytran Analysis Attachm nt 4 l l 63 .3362E+02 2.707 61 57 .3000E+00 64 .3362E+02 2.707 62 61 .2400E+00 "N00E = 62( 2): P= 36.2000 T= 100.0000 D: 61.9192 QM= .0000 QMH= 0000 QVs .00 Us .0000 TE= .0000 VOL= 9989 CS=4882.4400 VP .0000 l NCES INFORMATION
- BRANCH NO. MASSFLOW RATE VELOCITY 10-FROM XK l 64 .3362E+02 2.707 62 61 .2400E+00 l
65 .3362E+02 2.707 63 62 .1800E-02
" NODE s 63( 2): P= 36.2000 T= 100.0000 0 61.9192 QM= .0000 QMHz .0000 Qvs .00 U= .0000 TE= .0000 VOL= .9989 CS=4882.4400 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY To-FROM XK
, 65 .3362E+02 2.707 63 62 .1800E-02 l 66 .3362E+02 2.707 73 63 .3300E+01 l "N00 E = 64( 2): P= 33.2000 T= 100.0000 0= 61.9192 QM= .0000 QMHz .0000 QV= .00 Us .0000 TE= .0000 VOL= 1.0025 CS=4882.2720 VP= .0000 l NCES INFORMAfl0N : BRANCH NO. MASSFLOW RATE VELOCITY To-FROM XK 67 .4570E+02 8.349 64 200 .4067E+00 1 I 68 .4570E+02 8.349 65 64 .4067E+00
" NODE s 65( 2): P= 33.0000 T= 100.0000 D= 61.9192 QMs .0000 QMH= .0000 QV= .00 U= .0000 TE= .0000 VOL= 1.0025 CS=4882.2610 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY To-FROM XK 68 4570E+02 8.349 65 64 .4067E+00 j 69 4570E+02 8.349 66 65 4067E+00 l
**N00E= 66( 2): P= 32.8000 T= 100.0000 D= 61.9192 QM= .0000 I QMHz .0000 QV: .00 Us .0000 TE= .0000
-VOL= 1.0025 CS=4882.2500 VP= .0000 1 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY 70 FROM XK 69 4570E+02 8.349 66 65 4067E+00 70 .4570E+02 8.349 67 66 .4067E+00
** NODES 67( 2): P= 32.7000 T= 100.0000 D= 61.9192 QM= .0000 QMHz .0000 QVs .00 U= .0000 TE= .0000
^ VOL= 1.0025 CS=4882.2440 VP= .0000 NCES INFORMATION BRANCH No. MASSFLOW RATE VELOCITY 70 FROM XK i 70 4570E+02 8.349 67 66 .4067E+00 l 71 4570E+02 8.349 68 67 1800E-02
**N00E= 68( 2): P= 37.3000 T= 100.0000 D= 61.9192 QM= .0000 QMHz .0000 QV= .00 U= .0000 TE= .0000 VOL= 1.0025 CS=4882.5020 VP= .0000 NCES INFORMATION : BRANCH No. MAS $ FLOW RATE VELOCITY T0 FROM XK 71 .4570E+02 8.349 68 67 .1800E 02 72 4570E+02 8.349 69 68 .4067E+00
** NODE = 69( 2): P= 37.1000 T= 100.0000 D= 61.9192 QMs .0000 QMHz .0000 QVs .00 Us .0000 TE= .0000 VOL= 1.0025 CS=4882.4910 VP= .0000 NCES INFORMATION . BRANCH No. MASSFLOW RATE VELOCITY 10-FROM XK 72 .4570E +02 8.349 69 68 .4067E+00 73 4570E+02 8.349 70 69 4067E+00
** NODES 70( 2): P= 3 7.0000 < T = 100.0000 D= 61.9192 QM= .0000 QMH= :.0000 ' QV= .00 U= .0000 TE= .0000 VOL= 1.0025 CS=4882.4850 ~VP= .0000 NCES INFORMATION : BRANCH NOJrMASSFLOW RATE VELOCITY To-FROM XK 73 -
.4570E+02 8.349 70 69 .4067E+00 74 .4570E+02 8.349 71 70 .4067E+00
** NODE = 71( 2): P= 36.7000 T= 100.0000 D= 61.9192 QM= .0000 cum = .0000 QV= .00 U= .0000 TE= .0000 VOL= 1.0025 CS=4882.4680 VP= .0000 NCES INFORMATION . BRANCH NO. MAS $ FLOW RATE VELOCITY T0 FROM XK 74 4570E+02 8.349 71 70 4067E+00 75 4570E+02 8.349 72 71 4067E+00 "N00 E = 72( 2): P= 36.5000 T= 100.0000 C= 61.9192 CM= .0000 cud = .0000 CVs .00 U= .C000 TE: .0C00 VOL= 1.0025 CS=4B82.4570 VF= .0000 hCES INFORMATION . ERAhCH No, MASSFLOW RATE VELCCITY To-FROM xK 75 .4570E+02 8.349 72 71 4067E+00 76 4570E402 8.349 73 72 .100CE+01
" N00 E = 73( 3): P= 36.1000 T= 100.0000 0= 61.9192 0w= .00 0 j QMw=
VOL=
.0000 QVs 1.2080 CS=4882.4350 VP=
.00 Us .0000 TE:
.0000
.0000 Page 6
Calculation M96-0007. MUT/BWST Hytraa Analysis Attachment 4 i
' NCES INFORMATION : BRANCH No. MAS $ FLOW RATE VELOCITY 70 FROM XK i j 66 .3362E+02 2.707 T3 63 .3300E+01 I k' _,'/ 76 .4570E+02 8.349 73 72 .1000E+01 !
77 .7932E+02 6.386 74 73 .3531E+01
** NODES 74( 2): P= 35.1000 T= 100.0000 D= 61.9192 oms .0000 QMH= .0000 QV .00 U= .0000 TE: .0000 VOL= 1.2080 CS=4882.3780 VP= .0000 NCES INFORMAfl0N : BRANCH NO. MASSFLOW RATE VELOCIT) 70 FROM XK 77 .7932E+02 6.386 74 73 .3531E+01 78 .7932E+02 6.386 75 74 1800E 02
**N00E= 75( 2): P= 38.1000 T= 100.0000 D= 61.9192 QMs .0000 DMH= .0000 QV= .00 U= .0000 TE= .0000 VOL= 1.2080 CS=4882.5460 VP= .0000 .
NCES INFORMATION : BRANCH No. MASSFLOW RATE VELOCITY TO FROM XK l 78 .7932E+02 6.386 75 74 .1800E 02 i 79 .7933E+02 6.386 999 75 .6386E+01
**N00E= 100( 1): P= 32.3746 T= 100.0000 D= 61.9192 DMs .0000 QMH= .0000 QV= .00 U= .0000 TE .0000 VOL= -1.0000 CS=4882.2260 VP= .0000 j NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY 70-FROM XK 1 1 .7027E+03 11.853 1 100 4014E 01
**N00E= 200( 1): P= 30.4880 T= 100.0000 D= 61.9192 QM= .0000 DMH= .0000 QV= .00 U= .0000 TE .0000 VOL= -1.0000 CS=4882.1200 VP= .0000 i NCES INFORMATION : BRANCH NO. MAS $ FLOW RATE VELOCITY 70 FROM XK 67 .4570E+02 8.349 64 200 .4067E+00
**N00E= 997( 1): P= 14.7000 T= 100.0000 D= 61.9192 QM= .0000 QMH= .0000 Qv= .00 Us .0000 TE= .0000 VOL= -1.0000 CS=4881.2350 VP= .0000 1 NCES INFORMAT!DN : BRANCH NO. MASSFLOW RATE VELOCITY TO-FROM XK I 30 .6691E+03 11.286 997 29 .1129E+02
** NODES 999( 1): P= 14.7000 T= 100.0000 D= 61.9192 QM= .0000 QMH= .0000 ovs .00 U= .0000 TE= .0000 VOL= -1.0000 CS=4881.2350 VP= .0000 ff"g NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY To FROM XK i 4 79 .7933E+02 6.386 999 75 .6386E+01
\%/ **N00E= 400( 0): P= 14.7000 T= 100.0000 D= 61.9192 QM= .0000 QMH= .0000 ovs .00 U= .0000 TE .0000 VOL= -1.0000 CS=4881.2350 VP= .0000 NCES INFORMATION : BRANCH No. MASSFLOW RATE VELOCITY To FROM XK HYTN41 REV 0 GILBERT / COMMONWEALTH INC.1989 ,
NYTRAN-INF=CRMUTSS.DAT - BWST/MUT 1 DRAWDOWN MODEL llll l 1 TIME: 29.9002 ***
** NODE 1( 2): P= 32.3349 T= 100.0000 D= 61.9192 QM = .0000 QMH= .0000 QV= .00 U= .0000 TE= .0000 VOL= 1.4459 CS=4882.2240 VP= .0000 I NCES INFORMATION : BRANCH NO. MAS $ FLOW RATE VELOCITY 70 FROM XK 1 .7167E+03 12.089 1 100 4014E-01 2 .7166E+03 12.'087 2 1 .4014E 01
**N00E= 2( 2): P= 32.2960 T= 100.0000 De 61.9192 DM= .0000 QMH= .0000 QV= .00 U= .0000 TE= .0000 VOL= 1.4459 CS=4882.2210 VP= .0000 NCES INFORMATION : BRANCH NO. MAS $ FLOW RATE VELOCITY To-FROM xK 2 .7166E+03 12.087 2 1 4014E-01 3 .7165E+03 12.085 3 2 .4014E-01
**bOCE 3( 2): P= 32.2572 T= 100.0000 0= 61.9192 QM= .0000 CMM= .0000 QV= .00 U= .0000 TE .0000 VOL= 1.4459 CS=4882.2190 VP= .0000 NCES thFORMATION BRAk:H NO. MAOSFLOW RATE VELOCITY TO FROM XK 3 .7165E+03 12.085 3 2 4014E 01
= .7167E+03 12.089 4 3 .401eE-01
**NOCE= 4( 2): P= 32.2178 T= 100.0000 D: 61.9192 cM= .0000
, -s CMHz .0000 CV= .00 J .0000 TE= .0000
' VOL= 1.4459 CS=4882.2170 VP= .0000 k, f NCES thFORMATION SRAhCH NO.
4 MASSFLOW RATE VELOCITY 70 FROM
. 7167E + 03 12.C87 4 3 xK
.4014E 01 Page 7
Calculation M96-0007, MUT/BWST Hytran Analysis Attachment 4 5 .7166E+03 12.087 5 4 .4014E-01
**N00E= 5( 2): P= 32.1787 T= 100.0000 D= 61.9192 QM= .0000 (p) . QMH= .0000 QV= .00 U= .0003 TE= .0000
%/ VOL= 1.4459 CS=4882.2150 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY To-FROM XK 5 .7166E+03 12.087 5 4 .4014E 01 6 .7166E+03 12.087 6 5 .4014E 01
** NODE = 6( 2): P= 32.1396 T= 100.0000 D= 61.9192 QM= .0000 l QMH= .0000 QVs .00 Us .0000 TE= .0000 VOL= 1.4459 CS=4882.2120 VP= .0000 NCES INFORMAfl0N : BRANCH NO. MASSFLOW RATE VELOCITY T3 FROM XX
)
6 .7166E+03 12.087 6 5 .4014E-01 l 7 .7166E+03 12.087 7 6 .4014E-01 l
** NODE = 7( 2): P= 32.1004 T= 100.0000 D= 61.9192 QM= .0000 QMH= .0000 Qvs .00 U= .0000 TE .0000 VOL= 1.4459 CS=4882.2100 VP= .0000 I NCES IWFORMAfl0N : BRANCH NO. MASSFLOW RATE VELOCITY T04AOM XK '
7 .7166E+03 12.087 7 6 .4014E-01 8 .7166E+03 12.088 8 7 .4014E-01
** NODE = 8( 2): P= 32.0612 T= 100.0000 Du 61.9192 QM= .0000 QMH= .0000 Qva .00 Us .0000 TE= .0000 VOL= 1.4459 CS=4882.2080 VP= .0000 NCES INFORMATION : BRANCH NO. MAS $ FLOW RATE VELOCITY 70-FROM XK 8 .7166E+03 12.088 8 7 .4014E 01 9 .7166E+03 12.087 9 8 .4014E 01 "N00 E = 9( 2): P= 32.0221 T= 100.0000 D= 61.9192 QMs .0000 QMH= .0000 ovs .00 U= .0000 TE= .0000 VOL= 1.4459 CS=4882.2060 VP= .0000 NCES INFORMATION : BRANCH No. MAS $ FLOW RATE VELOCITY T0*FROM XK 9 .7166E+03 12.087 9 8 .4014E-01 1 10 .7166E+03 12.087 10 9 .4014E 01
**N00E= 10( 2): P= 31.9830 T= 100.0000 D= 61.9192 QM= .0000 QMHz .0000 QV .00 Us .0000 TE: .0000 VOL= 1.4459 CS=4882.2040 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY T0 FROM XK bs '
10 .7166E+03 12.087 10 9 4014E-01
\ 11 .7167E+03 12.088 11 10 .4014E-01
**N00E= 11C 2): P= 31.9437 T= 100.0000 De 61.9192 QM= .0000 QMHz .0000 QV= .00 U= .0000 TE: .0000-VOL= 1.4459 CS=4882.2020 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY To FROM XK 11 .7167E+03 12.088 11 10 .4014E 01 12 .7166E+03 12.087 12 11 .4014E 01 ,
"N00E = 12( 2): P= 31.9046 T= 100.0000 D= 61.9192 QM= .0000 QMHz .0000 QV= .00 Us .0000 TE .0000 VOL= 1.4459 CS=4882.1990 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY T0 FROM XK 12 .7166E+03 12.087 12 11 .4014E-01 13 .7166E+03 12.087 13 12 .4014E-01 "N00 E = 13( 2): P= 31.8654 T= 100.0000 D= 61.9192 QM .0000 QMH= .0000 QV= .00 U= .0000 TE= .0000' VOL= 1.4459 CS=4882.1970 VP= .0000
) NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY TO FROM XK -+. t 13 .7166E+03 12.087 13 12 .4014E 01, k h l 14 .7166E+03 12.088 14 13 .4014E-01 l "N00 E = 14( 2): P= 31.8262 T= 100.0000 D= 61.9192 QM= .0000 l QMHs .0000 QVs .00 Us .0000 TE= .0000 VOL= 1.4459 CS=4882.1950 VP= .0000 l NCES INFORMATION . BRAk"H No. MASSFLOW RATE VELOCITY 70-FROM XK . 14 .7166E+03 12.088 14 13 .4014E 01 15 7166E+03 12.087 15 14 1800E 02
" NOC E = 15( 2): P= 46.9734 T= 100.0000 0= 61.9192 Qu= .0000 CMHz .00 4 QV= .00 U= .0000 TE= .0000 VOL= 1.4459 ct:4882.9940 VP= .0000 NCES INFORMATION . BRANCH No. MASSFLOW RATE VELOCITY To FROM XK 15 7166E+03 12.087 15 14 .180;E-02 16 .7166E+03 12.088 16 15 .4014E-01 l "N OC E : 16( 2): P= 46.0341 T= 100.0000 0= 61.9192 QM= .0000
.0000 QV= .0000 TE:
{sI CMHz VOL= 1.4459 CS=4882.9910
.00 U=
VP= .0000
.0000 NCES INFORMATION BRANCH No, MASSFLOW RATE VELOCITY To FROM xK Page 8
Calculation M96-0007, MUT/BWST Hytran Analysis Attachment 4 16 .7166E+03 12.088 16 15 .4014E 01 f -- 17 .7167E+03 12.088 17 16 4014E-01 (' ** NODES 17( 2): P= 45.9948 T= 100.0000 D= 61.9192 oms .0000 OMH= .0000 QV .00 U= .0000 TE .0000 VOL= 1.4459 CS=4882.9890 VP= .0000 NCES INFORMAT!DN : BRANCH NO. MASSFLOW RATE VELOCITY 70-FROM XK 17 7167E+03 12.088 17 16 .4014E-01 18 .7166E +03 12.087 18 17 .4014E-01
**N00Es 18( 2): P= 45.9557 T= 100.0000 D= 61.9192 QM= .0000 DMHz .0000 QVs .00 U= .0000 TE .0000 VOL= 1.4459 CS=4882.9870 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY To FROM XK 18 .7166E+03 12.087 18 17 .4014E 01 19 .7166E+03 12.088 19 18 .4014E 01
**N00E= 19( 2): P= 45.9165 T= 100.0000 D= 61.9192 QM: .0000 GMH= .0000 QVs .00 Us .0000 TE= .0000 VOL= 1.4459 CS=4882.9850 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY 10-FROM XK 19 .7166E+03 12.088 19 18 .4014E 01 20 .7166E+03 12.087 20 19 4014E 01
** NODES 20( 2): Ps 45.8773 T= 100.0000 D= 61.9192 QMs .0000 QMHz .0000 QVs .00 U= .0000 TE= .0000 VOL= 1.4459 CS=4882.9820 VP= .0000 NCES INFORMATION . BRANCH NO. MASSFLOW RATE VELOCITY To FROM XK 20 .7166E+03 12.087 20 19 4014E-01 21 7166E+03 12.087 21 20 .4014E-01
**N00E= 21( 2): Ps 45.8382 T= 100.0000 0= 61.9192 QM= .0000 QMHz .0000 QV= .00 U= .0000 TE= .0000 VOL= 1.4459 CS=4882.9890 VP= .0000 NCES INFORMAfl0N : BRANCH NO. MASSFLOW RATE VELOCITY TO FROM XK 21 .7166E+03 12.087 21 20 .4014E 01 22 .7166E+03 12.087 22 21 .4014E 01
** NODE = 22( 2): P= 45.7990 T= 100.0000 D= 61.9192 QMs .0000 QMH= .0000 QV= .00 Us .0000 TE= .0000
, -s VOL= 1.4459 CS=4882.9780 VP= .0000 (s, NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY TO FROM 22 .7166E+03 XK l 12.087 22 21 .4014E 01 '
23 .7166E+03 12.087 23 22 .4014E-01
**N00E= 23( 2): P= 45.7599 Ta 100.0000 De 61.9192 QM= .0000 QMH= .0000 QV= .00 U= .0000 TE .0000 VOL= 1.4459 CS=4882.9760 VP= .0000 NCES INFORMAil0N : BRANCH NO. MAS $ FLOW RATE VELOCITY TO-FROM XK 23 .7166E+03 12.087 23 22 4014E 01 24 .7166E+03 12.087 24 23 .4014E 01
, ** NODE = 24( 2): P= 45.7207 T= 100.0000 D= 61.9192 OM= .0000 QMH= .0000 QV= .00 Us .0000 TE= .0000 VOL= 1.4459 CS=4882.9740 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY To-FROM XK 24 .7166E+03 12.087 24 23 .4014E 01 25 .7166E+03 12.087 25 24 .4014E-01 py, ** NODES 25( 2): P= 45.6815 T= 100.0000 D= 61.9192 QM= .0000 DMH= .0000 QVs .00 Us .0000 TE= .0000 -
, , , -z _ . VOL= 1.4459 CS=4882.9720 VP= .0000 ,
3,/ - NCES JNFORMATION : BRANCH NO. NASSFLOW RATE VELOCITY To-FROM XK - e?-
-c 4 25 .7166E+03 12.087 25 24 .4014E 01 4
. 26 .7166E+03 12.087 26 25 4014E 01
** NODES 26( 2): P= 45.6424 T= 100.0000 D= 61.9192 QM= .0000 CMHz .0000 QV= .00 Us .0000 TE= .0000
+ VOL= 1.4459 CS=4882.9690 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY 70 FROM XK 26 .7166E+03 12.087 26 25 4014E-01 27 .7166E+03 12.087 27 26 .4014E-01
**NOCE: 27( 2): P= 45.6032 is 100.0000 0= 61.9192 CM= ,0000 QMHz .0000 CV= .00 Us .0000 TE= .0000 VOL= 1.4459 CS=4882.9670 VP= .0000 hCES INFORMATION . BRANCH NO. MASSFLOW RATE VELOClfY 70-FROM XK 27 .7166E+03 12.087 27 26 .4014E-01 28 7166E403 12.087 28 27 4014E-01 f'~'s **kODE 28( 2): P= 45.5641 T= 100.0000 0= 61.9192 QMs .0000 CMH= 0000 CV= .00 Us .0000 TE= .0000 VOL= 1.4459 CS=4882.9650 VP .0000 Page 9
Calculation M96-0007, MUT/BWST Hytran Analysis Attachmnnt 4 hCES INFORMATION : BRANCH No. MASSFLOW RATE VELOCITY To FROM XK 28 .7166E+03 12.087 28 27 .4014E 01 Q "N00 E = 29( 3); P= 29 .7166E+03 45.5249 T= 100.0000 0 12.087 29 28 61.9192 QM=
.4014E-01
.0000 QMHz .0000 QV= .00 Us .0000 TE: .0000 VOL= 1.4459 CS=4882.9630 VP= .0000 NCES INFORMATION : BRANCH NO. MAS $ FLOW RATE VELOCITY 70-FROM XK 29 .7166E+03 12.087 29 28 .4014E 01 30 .6691E+03 11.286 997 29 .1129E+02 31 4754E+02 3.827 30 29 .1097E+02
**h00E= 30( 2): P= 44.4516 T= 100.0000 0= 61.9192 QMs .0000 QMH= .0000 QVs .00 Us .0000 TE: .0000 j VOL= 1.3871 CS=4882.9030 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY 70 FROM XK 31 4754E*02 3.827 30 29 .1097E +02 32 .4754E+02 3.827 31 30 .4538E+00 "N00 E = 31( 2): P= 44.4072 T= 100.0000 0= 61.9192 QM= .0000 QMH= .0000 QV= .00 U= .0000 TE .0000 VOL= 1.3871 CS=4882.9000 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY To FROM XK 32 .4754E+02 3.827 31 30 4538E+00 33 .4754E+02 3.827 32 31 .4538E+00
" NOD E = 32( 2): P= 44.3628 T= 100.0000 0 61.9192 QM= .0000 QMH= .0000 QVs .00 U= .0000 TE= .0000 VOL= 1.3871 CS=4882.8970 VP .0000 NCES INFORMAfl0N : BRANCH NO. MASSFLOW RATE VELOCITY TO-FROM XK 33 .4754E+02 3.827 32 31 .4538E+00 34 4754E+02 3.827 33 32 1800E 02
, " NOD E s 33( 2): P= 40.0767 T= 100.0000 0= 61.9192 QM= .0000 QMH= .0000 QVs .00 U= .0000 TE .0000 VOL= 1.3871 CS=4882.6570 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY To FROM XK 34 .4754E+02 3.827 33 32 .1800E 02 35 .4754E+02 3.827 34 33 .4538E+00
[ "N00E = 34( 2): P= 40.0323 T= 100.0000 0=
.0000 QV= .00 Us 61.9192 QM=
.0000 TE
.0000
.0000
(* QMH= VOL 1.3871 CS=4882.6550 VP= .0000 dCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY T0-FROM XK l 35 4754E+02 3.827 34 33 .4538E+00
)
36 .4753E+02 3.827 35 34 .4538E+00 "N00E= 35( 2): P= 39.9879 T= 100.0000 0= 61.9192 QM= .0000 l QMH= .0000 QV= .00 U= .0000 TE: .0000 VOL= 1.3871 CS=4882.6520 VP= .0000 NCES INFORMATION : BRANCH NO. MAS $ FLOW RATE VELOCITY To-FROM XK 36 .4753E+02 3.827 35 34 .4538E+00 37 4754E+02 3.827 36 35 .1206E+01 "N00E = 36( 2): P= 39.8700 T= 100.0000 0= 61.9192 QMs .0000 QMHz .0000 QV= .00 U= .0000 TE= .0000 VOL= 1.2305 CS=4882.6460 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY T0-FROM XK
37 .4754E+02 3.827 36 35 .1206E+01 .
38 .4753E+02 3.827 37 36 .9450E 01 w -
" NODE - 37( 2): P= 39.8608 T= 100.0000 0 61.9192 QMs .0000
'* C QMH= .0000 QVs .00 Us .0000 TE= .0000 mm 1.2305 CS=4882.6460 VP .0000 A J VOL=
NCES INFORMATION : BRANCH NO. MAS $ FLOW RATE VELOCITY To-FROM XK , 4753E+02 3.827 37 36 .9450E*01 A 38 39 4754E+02 3.827 38 37 9450E 01 .
" NOD E s 38( 2): P= 39.8515 T= 100.0000 0= 61.9192 QM= .0000 QMHz .0000 QV .00 Us .0000 TE: .0000 VOL= 1.2305 CS=4882.6450 VP= .0000 hCES lhFORMAfl0N ? BRANCH NO. MASSFLOW RATE VELOCITY To FROM XK 39 .4754E +02 3.827 38 37 .945CE 01 40 4753E+02 3.827 39 38 .945CE 01 "NOC E 39( 2): Ps 39.8423 T= 100.0000 0= 61.9192 QM .00C:
QMws .0000 QVs .00 U= .0000 TE .0000 VOL= 1.2305 CS=4882.6440 VP= .0000 NCES thf0RMAT10N : BRAhCH NO. MASSFLOW RATE VELOCITY To-FROM XK 40 .4753E +02 3.827 39 38 .945CE 01 C. ~
"h0CE= 40( 2): P=
41 39.2330 4733E +02 T= 100.0000 3.827 40 39 0= 61.9192 QM=
.9450E 01
.0000 Page 10
Calculation M96-0007, MUT/BWST Hytran Analysis Attachm::nt 4 5 #~~ DMH= .0000 Qva .00 Us .0000 TE 0000
\
VOL= 1.2305 CS=4882.6440 VP .0000 k NCES INFORMAfl0N : BRANCH NO. FASSFLOW RATE VELOCITY To FROM XK
'- 41 '.475?F + 02 3.827 40 39 .9450E-01 42 .4753E+02 3.827 41 40 .9450E 01
**N00E= 41( 2): P= 39.8238 T= 100.0000 D= 61.9192 QMs 0000 OMH= .0000 Qv= .00 U= .0000 TE= 0000 VOL= 1.230', CS=4882.6430 VP= .0000 NCES INFORMATION BRANCH NO. MASSFLOW RATE VELOCITY 10-FROM XK 42 4753E+02 3.827 41 40 .9450E-01 43 .4753E +02 3.827 42 41 .9450E-01
**N00E= 42( 2): P= 39.8145 T= 100.0000 D= 61.9192 QMs .0000 QMH= .0000 QVs .00 Us .0000 TE .0000 VOL= 1.2305 CS=4882.6430 VP= .0000 NCES 'h*0RMATION : BRANCH NO. NAS$ FLOW RATE VELOCITY To FROM XK 43 .4753E+02 3.827 42 41 .9450E 01 s 44 .4753E+02 3.827 43 42 .945DE 01
**NOCE= 43( 2): P= 39.8053 T= 100.0000 D= 61.9192 QM= .0000 QMH= .0000 QVs .00 Um .0000 TE= .0000 VOL= 1.2305 CS=4882.6420 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY To-FROM XK 44 .4753E+02 3.827 43 42 .945DE 01 45 4753E+02 3.827 44 43 .9450E 01
** NODES 44( 2): P= 39.7961 T= 100.0000 0= 61.9192 QM= .0000 DMHz .0000 Qvs .00 U= .0000 TE .0000 VOL= 1.2305 CS=4882.6420 VP .0000
- NCES INFORMATION
- BRANCH NO. MAS $ FLOW RATE VELOCITY TO FROM XK t 45 4753E+02 3.817 44 43 .9450E 01 4 46 4753E+02 3.827 45 44 .9450E-01
**N00E= 45( 2): P= 39.7868 T= 100.0000 D: 61.9192 QM= .0000 QMH= .0000 ovs .00 U= .0000 TE= .0000 VOL= 1.2305 CS=4882.6410 VP= .0000 NCES INFORMAfl0N : BRANCH NO. MASSFLOW RATE VELOCITY To FROM XK 46 .4753E+02 3.827 45 44 .9450E 01 ps 47 .4753E+02 3.826 46 45 .9450E 01 I ) **N00E= 46( 2): Ps 39.7776 T= 100.0000 D= 61.9192 QMs .0000
'V QMHz .0000 ovs .00 Us .0000 TE= .0000 VOL= 1.2305 CS=4882.6410 VP= .0000 NCES INFORMATION : BRANCH NO. NASSFLOW RATE VELOCITY To-FROM XK 47 .4753E+02 3.826 46 45 .9450E-01 48 .4753E+02 3.826 47 46 .1800E-02
**N00E= 47( 2): P= 35.7094 T= 100.0000 Os 61.9192 DM s .0000 QMH= .0000 Qva .00 Us .0000 TE= .0000 VOL= 1.2305 CS=4882.4130 VP= .0000 NCES INFORMAT!DN : BRANCH NO. MASSFLOW RATE VELOCITY TO FROM XK 48 .4753E+02 3.826 47 46 1800E-02 49 .4752E+02 3.826 48 47 .9450E-01
**N00E= 48( 2): P= 35.7003 T= 100.0000 De 61.9192 oM= .0000 QMHz .0000 QV= .00 Us .0000 TE: .0000 VOL= 1.2305 CS=4882.4120 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY TD-FROM XK 49 .4752E+02 3.826 48 47 .9450E-01 50 .4753E+02 3.826 49 48 .9450E-01
**N00E= 49( 2): P= 35.6910: T= 100.0000 D: 61.9192 oM .0000 QMH= .0000 Qva .00 Us .0000 TE= .0000 VOL= 1.2305 CS=4882.4120 VP= .0000 NCES INFORMATION : BRANCH NO. ,MASSFLOW RATE VELOCITY T0-FROM XK 50 .4753E+02 3.826 49 48 .9450E-01 51 4753E+02 3.826 50 49 .9450E-01
**N00E= 50( 2): P= 35.6818 T= 100.0000 D= 61.9192 Qu= .0000 QMH= .0000 ov .00 U= .0000 TE= .0000 VOL= 1.2305 CS=4882.4110 VP= .0000 NCES INFORMA14L3: BRANCH No. MASSFLOW RATE VELOCITY TO- F R OM XK 51 .4753E +02 3.826 50 49 .9450E-01 52 4752E+02 3.826 51 50 945CE 01
*
- N 3C E = 51( 2): P= 35.6726 T= 100.0000 D= 61.9192 cw= .0000 QMHz .0000 Qv= .00 U= .0000 TE .0000
-_s VOL= 1.2305 CS=4882.4110 VP= .0000
\ NCES INFORMATION : ERANCH NO. MASSFLOW RATE VELOCITY TO FROM NK
[Q 52 53
.4752E+C2 4752E + 02 3.826 3.826 51 52 51 50 9450E-01
.9450E-01 Page 11 l
Calculation M96-0007, MUT/BWST Hytran Analysis Attachm nt 4
**N00E= 52( 2): P= 35.6633 T= 100.0000 De 61.9192 oms .0000 DMHz .0000 cvs .00 Us .0000 TE: .0000
%s . VOL= 1.2305 CS=4882.4100 VP= .0000 NCES INFORMAfl0N : BRANCH NO. MASSFLOW RATE VELOCITY T0 FROM XK 53 4752E+02 3.826 52 51 .9450E 01 54 4752E+02 3.826 53 52 .9450E-01
** NODES $3( 2): P= 35.6541 T= 100.0000 os 61.9192 QMs .0000 DMH= .0000 Qv= .00 Us .0000 TE: .0000 VOL= 1.2305 CS=4882.4100 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY To FROM XK 54 '.4752E+02 3.826 53 52 .9450E-01 55 .4752E+02 3.826 54 53 9450E-01
**N00E= 54( 2): P= 35.6449 T= 100.0000 De 61.9192 oM= .0000 oMH= .0000 ova .00 U= .0000 TE= .0000 VOL= 1.2305 CS=4882.4090 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY To FROM XK 55 .4752E+02 3.826 54 53 .9450E 01 56 .4752E+02 3.826 55 54 .9450E 01
** NODE = 55(' 2): P= 35.6356 T= 100.0000 D=- 61.9192 eM= .D000 oMHz .0000 ovs .00 Us .0000 TE= .0000 VOL= 1.2305 CS=4882.4090 VP= .0000 ,
NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY To-FROM XK 56 4752E+02 3.826 55 54 .9450E 01 57 .4752E+02 3.826 56 55 .9450E-01
** NODES 56( 2): Ps 35.6264 T= 100.0000 D= 61.9192 QMs .0000 oMH= .0000 Qva .00 us .0000 TE= .0000 VOL= 1.2305 CS=4882.4080 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY To-FROM XK 57 4752E+02 3.826 56 55 .9450E-01 58 .4752E+02 3.826 57 56 945DE-01
** NODES 57( 2): P= 35.6172 T= 100.0000 D= 61.9192 QMs .0000 DMHz .0000 QV= .00 U= .0000 TE .0000 v0L= 1.2305 CS=4882.4070 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY 70 FROM XK 58 4752E+02 3.826 57 56 9450E 01 63 .4752E+02 3.826 61 57 .3000E+00
\ ** NODES 61( 2): P= 35.5878 T= 100.0000 D= 61.9192 oms .0000 DMHz .0000 QV= .00 U= .0000 TE= .0000 VOL= .9989 CS=4882.4060 VP= .0000 NCES INFORMAfl0N : BRANCH NO. MASSFLOW RATE VELOCITY To FROM XK 63 4752E+02 3.826 61 57 .3000E+00 64 4752E+02 3.825 62 61 .2400E+00
** NODE = 62( 2): P= 35.5644 T= 100.0000 D= 61.9192 QMa ,0000 DMH= .0000 Qvs .00 U= .0000 TE= .0000 VOL= .9989 CS=4852.4040 VP= .0000 NCES INFORMATION : BRANCH 40. MASSFLOW RATE VELOCITY To-FROM XK 54 4752E+02 3.825 62 61 .2400E+00 65 .4752E+02 3.826 63 62 .1800E-02
** NODES 63( 2): ?= 35.5146 T= 100.0000 D= 61.9192 oms .0000 DMH= .0000 QV= .00 U= .0000 TE= .0000 VOL= .9989 CS=4882.4020 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY To-FROM XK 65 4752E+02 3.826 63 62 .1800E 02 66 .4752E+02 3.825 fw73 - 63 ".1284E+01
** NODES 64( 2): P= 30.3963 T= 100.0000 D= 61.9192 OM .0000 DMH= .0000 CVs .00 Us .0000 TE= .0000 VOL= 1.0025 CS=4882.1150 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY To-FROM XK 67 .3181E+C2 5.812 64 200 4067E +00 68 .3181E+02 5.812 65 64 4067E+00
**N00E= 65( 2): P= 30.3045 T= 100.0000 D= 61.9192 ovs .0000 QMH= .0000 QV= .00 U= .0000 TE= .0000 VOL= 1 0025 CS=4BB2.1090 VP= .0000 hCES IhFORMATION BRANCH NO.
. MASSFLOW RATE VELOCITY T0 FR3M XK 68 .3181E+02 5.P12 65 64 .4067E+00 69 .3181E+02 5.812 66 65 .4067E*00
** NODES 66( 2): P= 30.2128 T= 100.0000 0= c1.9192 c== .0000 QMHz .0000 CV= .00 U= .C000 TE= .0000 1.0025 CS=4882.1040 VP= .0000
[V \
) VOL=
NCES INFORMATION : BRANCH NO. 69 MASSFLOW RATE VELOCITY To FROM
.3181E+02 5.812 66 65 XK 4067E+ 0 0 Page 12
i-Calculation M96-0007, MUT/BWST Hytran Analysis Attachm:nt 4 70 .3181E+02 5.812 67 66 4067E+00
#n " NODE s 67( 2): P= 30.1211 T= 100.0000 0= 61.9192 QM= .0000 !
j% OMHs .0000 ov= .00 Us .0000 TE= .0000 VOL= 1.0025 CS=4882.0990 VP= .0000 ; NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY To-FROM XK j 70 .3181E+02 5.812 67 66 4067E+00 - 71 .3181E+02 5.812 68 67 .1800E-02 i **N00E= 68( 2): P= 35.9828 T= 100.0000 0= 61.9192 QM= .0000 i l QMH= .0000 ovs .00 U= .0000 TE: .0000 l VOL= 1.0025 CS=4882.4280 VP= .0000 NCES INFORMAfl0N : BRANCH NO. MASSFLOW RATE VELOCITY 70 FROM XK 71 .3181E+02 5.812 68 67 .1800E 02 72 .3181E+02 5.812 69 68 4067E+00
** NODES 69( 2): P= 35.8711 T= 100.0000 0= 61.9192 oms .0000 QMH= .0000 ovs .00 U= .0000 TE= .0000 VOL= 1.0025 CS=4882.4230 VP= .0009 NCES INFORMATION : BRANCH No. MASSFLOW RATE VELOCITY To FROM XK 72 .3181E+02 5.812 69 48 4067E+00 73 .3181E+02 5.812 70 69 4C67E+00 "N00 E = 70( 2): P= 35.7993 T= 100.0000 0= 61.9192 QM= .0000 QMHz .0000 QV= .00 Us .0000 TE= .0000 VOL= 1.0025 CS=4882.4170 VP= .0000 NCES INFORMATION : BRANCH NO. NASSFLOW RATE VELOCITY TO FROM XK ,
73 .3181E+02 5.812 70 69 4067E+00 ( 74 .3181E+02 5.812 71 70 .4067E+00 "N00E = 71( 2): P= 35.7076 T= 100.0000 De 61.9192 QMs .0000 QMH= .0000 QVs .00 Us .0000 TE= .0000 v0Ls 1.0025 CS=4882.4130 VP= .0000 NCES INFORMATION : BRANCH NC. MASSFLOW RATE VELOCITY TD FROM XK 74 .3181E+02 5.812 71 70 4067E+00 75 .3181E+02 5.811 72 71 4067E+00
" NODE = 72( 2): Ps 35.6159 T= 100.0000 Da 61.9192 QM= .0000 QMH= .0000 ovs .00 U= .0000 TE= .0000 l VOL= 1.0025 CS=4882.4070 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY 70-FROM XK f 75 .3181E+02 5.811 72 71 4067E+00
\ 76 .3181E+02 5.811 73 72 .1006E+01
** NODES 73 ( 3): P= 35.3891 T= 100.0000 0= 61.9192 oM= .0000 ONH= .0000 Qva .00 Us .0000 TE= .0000 VOL= 1.2080 C W 882.3950 VP= .0000 j NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY TO-FROM XK <
66 .4752E+02 3.825 73 63 .1284E+01 76 .3181E+02 5.811 73 72 .1006E+01 77 .7933E+02 6.386 74 73 .3531E+01
" NODE = 74( 2): Ps 34.4275 T= 100.0000 0= 61.9192 QMs .0000 .
OMHs .0000 QVs .00 U= .0000 TE= .0000 J VOL= 1.2080 CS=4882.3410 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY T0-FROM XK , 77 .7933E+02 6.386 74 73 .3531E+01 78 .7933E+02 6.386 75 74 .1800E-02
**N00E= 75( 2): P= 37.4216 T= 100.0000 0= 61.9192 QMs .0000 QMHz .0000 ovs .00 Us .0000 TE= .0000 VOL= 1.2080 CS=4882.5090 VP= .0000 !
NCES INFORMATION : BRANCH NO. MAS $ FLOW RATE VELOCITY TD FROM XK 78 .7933E+02 6.386 75 74 .1800E 02 79 .7933E+02 6.386 999 75 .6386E+01 "N00E = 100( 1): P= 32.3746 T= 100.0000 0= 61.9192 QM= .0000 CMH= .0000 QV= .00 Us .0000 TE= .0000 VOL= -1.0000 CS=4882.2260 VP= .0000 NCES INFORMATION ERAhCM NO. MASSFLOW RATE VELOCITY 10-FROM XK 1 .7167E+03 12.089 1 100 4014E-01 "N 00E = 200( 1): P= 30.4880 T= 100.0000 0= 61.9192 cms .0000 cum = .0000 ovs .00 us .0000 TE= .0000 VOL= -1.0000 CS=4882.1200 VP= .0000 NCES INFORMATION
- ERANCH kO. MASC' LOW RATE VELOCITY T0- F R OM X(
67 .3131E+02 5.812 64 200 4C67E+00 "N00E = 997( 1): P= '4.000 T= 100.0000 0= 61.9192 CM= .0000 l CMH= .0000 QV= .00 Us .0000 TE= .0000 h
\j NCES lbf0RMAT10N -
VOL= 1.0000 CS=4881.2350 VP= ERANCH NO. MASSFLOW RATE VELOCITY T0-FROM
.0000 XK 30 .6691E+03 11.286 997 29 .1129E+02 Page 13
l l Calculation M96-0007, MUT/BWST Hytran An: lysis Attachment 4 l " NODE s 999( 1): P=. 14.7000 T= 100.0000 Da 61.9192 oM= .0000 [, QMH=
.VOL=
.0000 ovs
-1.0000 CS=4881.2350 VP=
.00 Un .0000 TEs
.0000
.0000
( NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY TO-FROM XK l 79 .7933E+02- 6.386 999 75 .6386E+C1 l ** NODES 400( 0): P= 14.7000 T= 100.0000 0= 61.9192 QM= .0000 GMHz .0000 QVs .00 U= .0000 TE= .0000 VOL= 1.0000 CS=4881.2350 VP= .0000 NCES INFORMATION BRANCH No. MASSFLOW RATE VELOCITY T0 FROM XK I l l NYTN41 REV 0 GILBERT / COMMONWEALTH INC. 1989 HYTRAN-lNF=CRMUTSS.DAT BWST/MUT-1 DRAWDOWN MODEL TIMES 59.8998 ***
" NODE = 1( 2): P= 32.3357 T= 100.0000 D. 61.9192 QMs .0000 i QMH= .0000 QVs .00 Us .0000 TE= .0000 VOL= 1.4459 CS=4882.2240 VP= .0000 NCES INFORMATION : BRANCM NO. MASSFLOW RATE VELOCITY TO FROM XK 1 .7166E+03 12.087 1 100 .4014E-01 2 .7166E+03 12.087 2 1 4014E 01
** NODES 2( 2): P= 32.2964 T= 100.0000 D= 61.9192 QMs .0000 QMH= .0000 QV= .00 Us .0000 TE .DC30 VOL= 1.4459 CS=4882.2210 VP= .0000 ,
NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY To FROM XK 2 .7166E+03 12.087 2 1 4014E 01 3 .7166E+03 12.087 3 2 .4014E 01
**N00E= 3( 2): P= 32.2572 T= 100.0000 D= 61.9192 ems .0000 QMHz .0000 QV= .00 Us .0000 TE= .0000 VOL= 1.4459 CS=4882.2190 VP= .0000 NCES INFORMATION . BRANCH NO. MASSFLOW RATE VELOCITY 10-FROM XK 3 .7166E+03 12.087 3 2 .4014E-01 N 4 .7167E+03 12.088 4 3 4014E 01 I "N00E =
4( 2): P= 32.2179 T= 100.0000 D= 61.9192 QM= .0000 l d QMHz .0000 QVs .00 U= .0000 TE: .0000 ' VOL= 1.4459 CS=4882.2170 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY To-FROM XK A a- 4 .7167E+03 12.088 4 3 .4014E 01 - 5 .7166E+03 12.086 5 4 .4014E 01 h
** NODES 5( 2): P= 32.1789 T= 100.0000 0: 61.9192 QM= .0000 i - - QMH= .0000 QV= .00 Us .0000 TE= .0000 4 1 VOL= 1.4459 CS=4882.2150 VP= .0000 lg NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY To-FROM XK [
5 .7166E+03 12.086 5 4 .4014E 01 6 .7167E+03 12.088 6 5 .4014E 01
" NOD E = 6( 2): Ps 32.1396 T= 100.0000 Os 61.9192 QM= .0000 QMHz .0000 QVs .00 Us .0000 TE= .0000
. VOL= 1.4459 CS=4882.2120 VP= .0000 y NCES 4NFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY 70-FROM XK ~R ,
+ 6 .7167E+03 12.088 6 5 4014E 01 , .,..!
- , ! .m 7 .7166E+03 12.087 7 6 4014E 01 3 c.
** NODE *- 7( 2): P= 32.1005 T= 100.0000 D= 61.9192 QMr .0000 y - i:. t 1
*M QMH= .0000 QVs .00 Us .0000 TE= .0000 -.;g VOL= 1.4459 CS=4882.2100 VP= ,0000 NCES:!NFORMATION . BRANCH NO. MASSFLOW RATE VELOCITY TD-FROM XK
- 7 .7166E+03 12.C87 7 6 .4014E-01 m ;
8 .7166E+03 12.087 8 7 4014E 01 . i
** NODES 8( 2): P= 32.0614 T= 100.00:3 D 61.9192 QM= .000:
OMHz .0000 QV .00 Us .0000 TE .000: VOL= 1.4459 CS=4882.2:20 VF= .0000 NCES INFORMATION WANCN NO. MASSFLOW RATE VELCCITV To- F R DM WK 8 .7166E+03 12.087 8 7 .401.E-C' 9 .7166E*03 *2.0S7 9 E .401.E
** NODES 9( 2): P= 32.0222 T= 100.C::? D 61.9192 ;*= .000:
ouM= .0000 ovs .:: Us .0000 TE= .000: VOL= 1.4459 CS=4882.20t; vos .0000 PK NCES INF0W ATION . ERANCH NO. MASSFLOW RATE VELOC!TV To-Frow ,
.01 E-
- k 10 9 .7166E+03
. 7166E + 03
*2.C87
*2.CE7 10 9 8 9 ..014E C' Page 14
i i i Celculation M96-0007, MUT/BWST Hytran Analysis Attachmsnt 4 l I
"N00Es 10( 2): P= 31.9830 T= 100.0000 D= 61.9192 oM= .0000 1 oMH= .0000 QV= .00 Us .0000 TE .0000 O)
I vot a NCES INFORMATION : BRANCH NO. 1.4459 CS=4882.2040 VP= MASSFLOW RATE VELOCITY T0 FROM
.0000 XK l
10 .7166E+03 12.087 10 9 4014E 01 11 .7166E+03 12.086 11 10 4014E 01
** NODES 11( 2): Ps 31.9440 T= 100.0000 Da 61.9192 QM= .0000 QMHz .0000 oV= .00 U= .0000 TE .0000 VOL= 1.4459 CS=4882.2020 vP= .0000 ,
NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY To-FROM XK l 11 .7166E+03 12.086 11 10 .4014E-01 1 12 .7167E+03 12.088 12 11 .4014E-01 !
"N00E = 12( 2): Ps 31.9047 T= 100.0000 D= 61.9192 QM= .0000 l oMH= .0000 oV= .00 U= .C000 TE: .0000 l VOL= 1.4459 CS=4882.1990 VP= .0000 ;
NCES INFORMATION : BRANCH No. MASSFLOW RATE VELOCITY TO-FROM XK l 12 .7167E+03 12.088 12 11 .4014E-01 13 .7166E+03 12.087 13 12 .4014E-01 l
** NODES 13( 2): P= 31.8656 T= 100.0000 D= 61.9192 ems .0000 I oMHz .0000 ov= .00 U= .0000 TE: .0000 j VOL= 1.4459 CS=4882.1970 VP= .0000 1 NCES INFORMATION : BRANCH NO. MAS $ FLOW RATE VELOCITY TO-FROM XK I 13 .7166E+03 12.087 13 12 .4014E-01 14 .7166E+03 12.087 14 13 .4014E-01
**N00E= 14( 2): p= 31.8264 T= 100.0000 0= 61.9192 oM= .0000 (MH= .0000 QVs .00 U= .0000 TE: .0000 VUL= 1.4459 CS=4882.1950 VP= .0000 NCES INFORMATION BR\NCH No. MASSFLOW RATE VELOCITY TD-FROM XK
?4 7166E+03 12.087 14 13 4014E-01 15 .7166E+03 12.087 15 14 .1800E-02
" NODE = 15( 2): Ps 46.0739 T= 100.0000 D 61.9192 QM= .0000 oMHz .0000 QV= .00 Us .0000 TE= .0000 VOLs 1.4459 CS=4882.9940 VP= .0000 NCES INFORMAfl0N BRANCH NO. MASSFLOW RATE VELOCITY T0 FROM XK f" 15 .7166E+03 12.087 15 14 .1800E-02 16 .7167E+03 12.088 16 15 .4014E-01
" NODE s 16( 2): Ps 46.0345 T= 100.0000 D= 61.9192 QM= .0000 l QMHz *0000
. oV= .00 U= .0000 TE= .00C0 VOL= 1.*4459 CS=4882.9910 VP= .0000 l NCES INFORMATION : BRANCH NO.- MASSFLOW RATE VELOCITY To-FROM XK 16 d .7167E+03 12.088 16 15 .4014E 01 17 '7 .7166E+03 12.086 17 16 4014E-01 I
" NODE s 17( 23: P= 45.~9955 T= 100.0000 D= 61.9192 oms .0000 l QMHz .0000 QVs .00 Us .0000 TE .0000 I VOL= 1;4459 CS=4882.9890 VP= .0000 NCES INFORMATION BRANCH NO. MASSFLOW RATE VELOCITY T0 FROM XK 17 .7166E+03 12.086 17 16 4014E 01 18 .7167E+03 12.088 18 17 .4014E-01
** NODES 1B( 2): Ps 45.9562 T= 100.0000 D= 61.9192 QMs .0000 l oMH= ?".0000 QVs .00 U= .0000 iEa .0000 VOL= >1.4459 CS=4882.9870 VP= .0000 NCES INFORMATION : BRANCH No. MASSFLOW RATE VELOCITY 70-FROM FK
~18
"- .7167E+03' 12.088 18 17 4014E-01 19 W11'. .7166E+03 ' 12.087 19 18 4014E-01
** NODES 19( 2): P= '45.9171 T= 100.0000 D= 61.9192 QM= 0000 QMHz . J.'0000 QV= .00 Us .0000 TE= .0000 VOL= ~1.4459 CS=4BB2.9850 VP= .0000 NCES INFOPMATION : BRANCH NO. MASSFLOW RATE VELOCITY TO-FROM XK 19 .7166E+03 12.087 19 18 4014E 01 20 .7166E+03 12.087 20 19 .4014E 01
**N00E= 20( 2): P= 45.8779 T= 100.0000 D= 61.9192 QMs .0000 QMN= .0000 ovs .00 U= .0000 TE= .0000 VOL= 1.4459 CS=4882.9820 vP= .0000 NCE5 INFORMATION BRANCH NO. MASSFLOW RATE VELOCITY To FROM xK 20 .7166E+03 12.087 20 19 4014E 01 1 21 .7166E+03 12.087 21 20 4014E-01 "NOCE 21( 23: Ps 45.2388 T= 100.C000 D= 61.9192 QM .0000 Quas .0000 ovs .00 us .0000 TE: .0000 O VOL= 1.4459 CS=4882.9B00 VP= .0000
() NCES INFORMATICN . ERANCM NO. 21 MASSFLOW SATE VELOCITY 10 FROM 7166E+03 12.087 21 20 NK 4014E-01 l Page 15 i
l Calculation M96-0007, MUT/BWST Hytran Analysis Attachment 4 22 .7166E+03 12.087 22 21 4014E 01 l p\ " NODE s 22( 2): P= 45.7996 T= 100.0000 0 61.9192 QM= .0000 lg\j QMH= .0000 QV= .00 U= .0000 TE= .0000 l VOL= 1.4459 CS=4882.9780 VP= .0000 [ NCES INFORMATION : BRANCH No. MASSFLOW RATE VELOCITY To FROM xK 22 .7166E+03 12.087 22 21 .4014E 01 i 23 .7166E+03 12.087 23 22 .4014E 01 l **kODE= 23( 2): P= 45.7604 T= 100.0000 Os 61.9192 QMs .0000 ! QMHz .0000 QV= .00 U= .0000 TEs .0000 i VOL= 1.4459 CS=4882.9760 VP= .0000 l NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY To FROM XK j 23 .7166E+03 12.087 23 22 .4014E 01 24 .7166E+03 12.087 24 23 4014E 01
**N00E= 24( 2): Ps 45.7213 T= 100.0000 0= 61.9192 QM= .0000 QMH= .0000 QV= .00 U= .0000 TE= .0000 VOL= 1.4459 CS=4882.9740 VP= .0000 i
NCES INFORMATION : BRANCH NO. MAS $ FLOW RATE VELOCITY T0-FROM XK 24 .7166E+03 12.087 24 23 .4014E 01 l 25 .7166E+03 12.087 25 24 4014E 01
**N00E= 25( 2): P= 45.6821 T= 100.0000 0= 61.9192 QM .0000 QMH= .0000 QV= .00 Us .0000 TE= .0000 VOL= 1.4459 CS=4882.9720 VP= .0000 NCES INFORMATION : BRANCH No. MASSFLOW RATE VELOCITY To FROM XK 25 .7166E+03 12.087 25 24 4014E 01 26 .7166E+03 12.087 26 25 .4014E 01
** NODE: 26( 2): P= 45.6430 T= 100.0000 0= 61.9192 QMs .0000 QMH= .0000 QV= .00 Um .0000 TE: .0000 l VOL= 1.4459 CS=4882.9690 VP= .0000 l l .NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY TD FROM XK 26 .7166E+03 12.087 26 25 .4014E-01 27 .7166E+03 12.087 27 26 4014E 01 "N00 E = 27( 2): P= 45.6038 T= 100.0000 0= 61.9192 QM= .0000 QMHz .0000 QVs .00 Us .0000 TEs .0000 VOL= 1.4459 CS=4882.9670 VP= .0000 NCES INFORMAfl0N : BRANCH NO. MAS $ FLOW RATE VELOCITY TO FROM XK
' {OJ l 27 28
.7166E+03
.7166E+03 12.087 12.087 27 26 28 27
.4014E 01
.4014E 01
! " NODE s 28( 2): P= 45.5647 T= 100.0000 0=- 61.9192 QM= .0000 ! QMHz .0000 QV= .00 U= '- .0000 TE= .0000 i VOL= 1.4459 CS=4882.%50 VP=1 .0000 l CES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY 10 FROM XK l 28 .7166E+03 12.087 28 27 .4014E 01 29 .7166E+03 12.087 29 28 .4014E 01 "N00E= 29( 3): P= 45.5255 T= 100.0000 0= s 61.9192 QM .0000 QMH= .0000 QV= .00 Us ! .0000 TE= .0000 VOL= 1.4459 CS=4882.9630 VP=' .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITV To FROM XK 29 .7166E+03 12.087 29 28 4014E 01 30 .6691E+03 11.286 997 29 .1129E+02 31 4752E+02 3.826 30 29 .1098E+02
" NODE s 30( 2): P= 44.4522 T= 100.0000 D M 61.9192 QM= .0000 QMH= .0000 QV= . 00 . U= ? .0000 tea .0000 VOL= 1.3871 CS=4882.9030 VP=- .0000 r NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY T0-FROM XK
, 31 4752E+02 3.826 30 29 .1098E+02 ! 32 .4752E+02 3.826 31 30 .4538E+00
" NOD E s 31( 2): P= 44.4080 T= 100.0000 - Os ' 61.9192 QMs .0000 QMH= .0000 cvs .00 Us- .0000 TE= .0000 VOL= 1.3871 CS=4882.9000 VP= .0000
- NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY TD-FROM xK 32 .4752E +02 3.826 31 30 .4538E+00 33 4752E+02 3.826 32 31 .4538E+00 "N00E= 32( 2): P= 44.3636 T= 100.0000 0 61.9'72 Q== .0000 OM4= .0000 QV= .00 Us .C:00 TE= .0000 v0Ls 1.3871 CS=4882.8780 VP= .0000 NCES lhFCRMATION . BRANCH NO. MASSFLOW RATE VELOCl?Y T0-FROM xK 33 4752E+02 3.826 32 31 4538E+00 i
" NGC E = 33(- 2): P= 40.0781 0.0000 h 61 12 cus 00 s CMH= .0000 QVs .00 U= .C000 TE: .0000 VOL= 1.3871 CS=4882.6583 v5= .C000 Page 16
- i i
I l Calculation M96-0007, MUT/BWST Hytran Analysis 'Attachmnnt 4 l NCES INFORMAfl0N : BRANCH No. MASSFLOW RATE VELOCITY 10-FROM XK 34 4752E+02 3.826 33 32 1800E 02 35 .4753E+02 3.827 34 33 4538E+00
** NODES 34( 2) P= 40.0335 T= 100.0000 D= 61.9192 QM= .0000 QMHz .0000 ovs 00 Us .0000 TE .0000 VOL= 1.3871 CS=4882.6550 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY To FROM XK 35 .4753E +02 3.827 34 33 .4538E+00 36 4752E+02 3.826 35 34 4538E+00
** NODES 35( 2): P=- 39.9892 T= 100.0000 D= 61.9192 QMs .0000 QMH= .0000 QV= .00 U= .0000 TE= .0000 VOLA 1.3871 CS=4882.6520 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY To-FROM XK 36 4752E+02 3.826 35 34 4538E+00 37 .4752E+02 3.826 36 35 .1206E+01
** NODE = 36( 2): P= 39.8713 T= 100.0000 D= 61.9192 QM= .0000 QMH= .0000 Qva .00 Us .0000 TE .0000
, VOL= 1.2305 CS=4882.6460 VP= .0000 l NCES INFORMAfl0N : BRANCH NO. MASSFLOW RATE VELOCITY TO FROM XK i 37 4752E+02 3.826- 36 35 .1206E+01 l 38 .4752E+02 3.826 37 36 .9450E 01 l " NODE = 37( 2): P= 39.8621 T= 100.0000 D= 61.9192 QM= .0000
.0000 ovs .00 Us QMHz .0000 TE= .0000 VOL= 1.2305 CS=4882.6460 VP= .0000 NCES INFORMATION ; BRANCH NO. MAS $ FLOW RATE VELOCITY To-FROM XK 38 4752E+02 3.826 37 36 .9450E-01 1 39 .4753E+02 3.826 38 37 .9450E 01
**N00E= 38( 2): P= 39.8528 T= 100.0000 0= 61.9192 QMs .0000 QMHz .0000 Qv= .00 Us .0000 TE: .0000
, VOL= 1.2305 CS=4882.6450 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY TD-FROM XK 39 4753E+02 3.826 38 37 .9450E 01 40 4752E+02 3.826 39 38 .9450E 01
** NODES 39( 2): P= 39.8436 T= 100.0000 Ds 61.9192 eM= .0000 QMH= .0000 QV= .00 U= .0000 TE= .0000 VOL= 1.2305 CS=4882.6450 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY T0-FROM XK 40 .4752E+02 3.826 39 38 .9450E-01 41 .4752E+02 3.826 40 39 .9450E 01
** NODE = 40( 23: P= 39.8344 T= 100.0000 D= 61.9192 QM= .0000 QMHz .0000 QV= .00 Us .0000 TE= .0000 VOL= 1.2305 CS=4882.6440 VP= .0000 e NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOC!TY TO FROM ' XK ,
41 .4752E+02 3.826 40 39 .9450E-01 42 .4752E+02 3.826 41 40 9450E 01
** NODE = 41( 2): P= 39.8251 T= 100.0000 Da 61.9192 QMs .0000 QMHz .0000 ovs .00 U= .0000-TE= .0000 VOL= 1.2305 CS=4882.6430 VP= .0000 NCES INFORMATION : BRANCH No. MASSFLOW RATE VELOCITY To-FROM XK 42 4752E+02 3.826 41 40 .9450E 01 43 4752E+02 3.826 42 41 9450E+01 l ** NODES 42( 2): P= 39.8159 T= 100.0000 D 61.9192 QMs .0000 ?/ QMMs .0000 QV .00 U= .0000 TE= .0000 , ,' ' . '
VOL= 1.2305 CS=4882.6430 VP= .0000 e r I NCES INFORMATION : BRANCH NO. MAS $ FLOW RATE VELOCITY To FROM XK V2 43 4752E+02 3.826 42 41 .9450E 01 . 44 .4752E+02 3.826 43 42 .9450E-01
** NODE = 43( 2): P= 39.8066 T= 100.0000 D: 61.9192 cM= s. .0000 CMHz .0000 QV= .00 Um .0000 TE= .0000 VOL= 1.2305 CS=4882.6420 VP= 0000 ,
NCES INFORMATION . BRANCH h0. MASSFLOW RATE VELOCITY T0 FROM XK l 44 4752E+02 3.826 43 42 9450E-01 l 45 .4752E+02 3.826 44 43 9450E-01
**h00E= 44( 2): P= 39.7974 T= 100.0000 0= 61.9192 cms .0000 ;
CMes .0000 cvs .00 U= .0000 TE .0000 j VOL= 1.2305 CS=4882.6420 VP= .0000 NCES lhFORMATION . BRANCH h0. MAS $ FLOW RATE VELOCITY To FROM XK l 45 4752E*02 3.826 44 43 .945CE-01 l 46 .4752E+02 3.826 45 44 945CE-01
**h?CE: 45( 2): P= 39.7882 T= 100.0000 0 61.9192 cM .0000 t=*= .0000 Qv= .00 us .0000 TE: .0000 i I
l Page 17 1
i Calculation M96-0007, MUT/BWST Hytran Analysis Attachnant 4 g VOL= 1.2305 CS=4882.6410 VP= .0000 g NCES INFORMAfl0N : BRANCH NO. MASSFLOW RATE VELOCITY 10-FROM XK
/ 46 4752E+02 3.826 45 44 .9450E 01 47 4752E+02 3.826 46 45 .9450E-01
" NODE s 46( 2): P= 39.7789 T= 100.0000 D= 61.9192 QM .0000 I QMHz .0000 QV= .00 U= .0000 TE= .0000 VOL= 1.2305 CS=4882.6410 VP= .0000 l NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY To-FROM XK 47 .4752E +02 3.826 46 45 9450E 01 48 .4752E+02 3.826 47 46 .1800E-02 :
" NODES 47( 2): P= 35.7103 T= 100.0000 De 61.9192 QM3 .0000 QMH= .0000 QVs .00 Um .0000 TE .0000 VOL= 1.2305 CS=4882.4130 VP= .0000 NCES lNFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY To-FROM XK 48 4752E+02 3.826 47 46 .1800E-02 49 .4752E+02 3.826 48 47 .9450E 01 "N00 E = 48( 2): P= 35.7010 T= 100.0000 D= 61.9192 QMs .0000 QMH= .0000 QV= .00 Us .0000 TE: .0000 VOL= 1.2305 CS=4882.4120 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY TO-FROM XK 49 .4752E+02 3.826 48 47 .9450E-01 3.826
)
50 .4752E+02 49 48 .9450E 01 l
" NOD E = 49( 2): P= 35.6918 T= 100.0000 D= 61.9192 QMs .0000 QMH= .0000 QVs .00 U= .0000 TE= .0000 l VOL= 1.2305 CS=4882.4120 VP= .0000 NCES INFORMATION . BRANCH NO. MASSFLOW RATE VELOCITY To-FROM XK 50 .4752E+02 3.826 49 48 9450E 01 51 4752E+02 3.826 50 49 9450E-01
" NODE s 50( 2): P= 35.6826 T= 100.0000 D= 61.9192 QM .0000 QMHz .0000 QV3 .00 Us .0000 TE= .0000 VOL= 1.2305 CS=4882.4110 VP= .0000 NCES INFORMATION . BRANCH NO. MASSFLOW RATE VELOCITY To FROM XK 51 .4752E+02 3.826 50 49 .9450E-01 52 4752E+02 3.826 51 50 .9450E-01
/% "N00E = 51( 2): P= 35.6733 T= 100.0000 D= 61.9192 QM= .0000 (O QMH= .0000 QV= .00 Us .0000 TE= .0000 l VOL= 1.2305 CS=4882.4110 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VEtoCITY 70-FROM XK 52 .4752E+02 3.826 51 50 .9450E-01 " 53 .4752E+02 3.826 52 51 .9450E-01 "N00 E = 52( 2): P= 35.6641 T= 100.0000 De 61.9192 QMs .0000 E QMH= .0000 QV= .00 U= .0000 TE= .0000
- VOL= 1.2305 CS=4882.4100 VP= .0000 NCES INFORMATION : BRANCH NO. MAS $ FLOW RATE VELOCITY To FROM XK 53 .4752E+02 3.826 52 51 .9450E-01 ?
54 4752E+02 3.826 -53 52 .9450E-01 "N00E = 53( 2): P= 35.6549 T= 100.0000 D= 61.9192 QM= .0000 QMHs 0000 QVa .00 Us .0000 TEs .0000 VOL= 1.2305 CS=4882.4100 VP= .0000 NCES INFORMATION : BRANCH NO. MAS $ FLOW RATE VELOCITY TO FROM XK
- * ^ '
54 .4752E+02 3.826 53 52 .9450E 01 ^ 55 .4752E+02 3.826 54 53 .9450E 01
- T' '
**N00E= 54( 2): P= 35.6456 T= 100.0000 0= 61.9192 QM: .0000 QMH= .0000 QV= .00 U= .0000 TE= .0000 ~t* "
VOL= 1.2305 CS=4882.4090 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY TO FROM XK
* ^ 'd 55 4752E+02 3.826 54 53 9450E-01 56 .4752E+02 3.826 55 54 9450E-01 "N00E = 55( 2): P= 35.6364 T= 100.0000 D= 61.9192 Que .0000 QMH= .0000 QV: .00 Us .0000 TE= .0000 VOL= 1.2305 CS=4882.4090 VP= .0000 NCES INFCRMATION . BRANCH NO. MAS $ FLOW RATE VELOCITY 70 FROM xK
$6 4752E+C2 3.826 55 54 .9450E-01 57 .4752E+02 3.826 56 55 9450E-01 "N00E= 56( 2): F= 35.6271 T= 100.0000 0= 61.9192 cw= .0000 OMH= .0000 ov= .00 Us .0000 tem .0000 VOL= 1.2305 CS=4882.4080 VP= .0000 NCES INF0EMATl0N BRANCH NO. MAS $ FLOW RATE VELOCITY TO FRou wK
[m 57 58
.4752E+02 4752E + C2 3.826 3.826 56 55 57 56
.G450E-01 9450E 01 "N00E= 57( 2): P= 35.6179 T= 100 0000 0= 61.9192 ;w= .0000 Page 18
l Calcelation M96-0007, MUT/BWST Hytran Analysis Attachment 4 i QMH= .0000 Qva .00 Us .0000 TE= .0000 l VOL= 1.2305 CS=4882.4070 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY TO FROM (d 58 4752E+02 3.826 57 56 XK 9450E 01 63 .4752E+02 3.826 61 57 .3000E+00
** NODES 61( 2): P= 35.5886 T= 100.0000 0= 61.9192 QM .0000 j QMH= .0000 ovs .00 Us .0000 TE= .0000 '
VOL .9989 CS=4882.4060 VP= M00 NCES INFORMATION
- BRANCH NO. MASSFLOW RATE VELOCITT TO FROM XK 63 .4752E+02 3.826 61 57 .3000E+00 64 .4752E+02 3.826 Ud 61 .2400E+00
** NODE = 62( 2): P= 35.5651 T= 100.0000 Da $1.9192 QMs .0000 QMH= .0000 Qva .00 Us .0000 TE= .0000 VOL= .9989 CS=4882.4040 VPu .0000 NCES INFORMATION : W NCH NO. MASSFLOW RATE VELOCITY TG FROM XK b; 4752E+02 3.826 62 61 .2400E+00 65 .4752E+02 3.826 63 62 . 000E-02
** NODE 63( 21: P= 35.5153 i. 1G 0000 D= 61.9192 QM= .0000 QMH= .0000 QV= .00 Us .0000 TE= .0000 VOL= 9989 CS=4882.4020 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY TO FROM XK 65 .4752E+02 3.826 63 62 .1800E 02 66 4752E+02 3.826 73 63 .1284E+01 "N00Es 64( 2): P= 30.3963 T= 100.0000 0 61.9192 QM .0000 QMH= .0000 Qv= 00 U .0000 TE: .0000 VOL= 1.0025 CS=4882.1150 VP= 0000 NCES INFORMATION : BRANCH No. MASSFLOW RATE VELOCITY TO-FROM XK 67 .3180E+02 5.810 64 200 .4067E+00 68 .3180E+02 5.810 65 64 4067E+00
** NODE = 65( 2): P= 30.3046 T= 100.0000 D= 61.9192 QM= .0000 QMH= .0000 Qvs .00 U= .0000 TE= .0000 VOL= 1.0025 CS=4882.1090 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY T0 FROM XK 68 .3180E+02 5.810 65 64 4067E+00 69 .3180E+02 5.810 66 65 .4067E+00 0 "N00E = 66( 2): P=
s QMH= VOL= NCES INFORMATION : BRANCH NO. 30.2129 T= 100.0000 D=
.0000 QV= .00 Us 1.0025 CS=4882.1040 VP=
61.9192 QM MASSFLOW RATE VELOCITY To FROM
.0000 TE
.0000 XK
.0000
.0000 69 .3180E+02 5.810 66 65 .4067E+00 g]
e 70 .3180E+02 5.810 67 66 4067E+00 g "N00E = '67( 2): P= 30.1213 T= 100.0000 D= 61.9192 QM= .0000 cf QMHz .0000 Qva .00 Us .0000 TE= .0000 d
'n VOL=
NCES INFORMATION : 8 RANCH NO. 1.0025 CS=4882.0990 VP MASSFLOW RATE VELOCITY To-FROM
.0000 XK i'
70 .3180E+02 5.810 67 66 .4067E+00 [l 71 .3180E+02 5.810 68 67 .1800E-02
" NODE 68( 2): P= 35.9833 T= 100.0000 D= 61.9192 QM= .0000 QMH= .0000 QV= .00 U= .0000 TE: .0000 VOL= 1.0025 CS=4882.4280 VP= .0000 J NCES lNFORMATION : BRANCH No. MASSFLOW RATE VELOCITY TO FROM XK em 2 71 , .3180E+02 5.810 68 67 .1800E-02 y c yj a c :;. N ' t - 72 m .3180E+02 5.810 69 68 4067E+00 gq
" NODES . 69( 2): P= . 35.8916 T= 100.0000 D= 61.9192 QM= .0000 3g r DMH= .0000 QV= .00 Us .0000 TE .0000 .
VOL= 1.0025 CS=4882.4230 VP= .0000 NCES INFORMATION - BRANCH NO. MASSFLOW RATE VELOCITY 70-FROM xK
*-m 72 .3180E+02 5.810 69 68 .4067E+00 t, -, ,,
t 73 .3180E+02 5.810 70 69 .4067E+00 y "N00E = 70( 2): P= 35.7999 T= 100.0000 D= 61.9192 QM .0000 QMHz .0000 ovs .00 U= .0000 TE= .0000 VOL= 1.0025 CS=4882.4170 VP= .0000 NCEf INFORMATION e BRANCH NO. MASSFLOW RATE VELOCITY To FROM XK 73 .3180E+02 5.810 70 69 .4067E+00 74 .3180E+02 5.810 71 70 4067E+00
" NOD E s 71( 2): P= 35.7C82 T= 100.0000 D 61.9192 QM= .0000 QMH= .0000 cvs .00 U= .0000 TE= .0000 VOL= 1.CC25 CS=4882.4130 VP= .0000 NCES INFORMAtl0N : ERANCH NO. MASSFLOW RATE VELOCITY 10 FROM XK v ) 74 75
.3180E+02
.3180E+02 5.810 5.810 71 72 71 70 .4067E+00
.4067E+C0 Page 19 l
1
l l Calculation M96-0007, MUT/BWST Hytran Analysis Attachmant 4 I
" NODES 72( 2): P= 35.6165 T= 100.0000 D= 61.9192 QM= .0000 /~% QMHz .0000 Qv= .00 Us .0000 TE .0000
{ V) VOL NCES INFORMATION . BRANCH NO. 1.0025 CS=4882.4070 VP= MASSFLOW RATE VELOCITY To-FROM
.0000 XK 75 .3180E+02 5.810 72 71 .4067E+00 76 . .3180E+02 5.810 73 72 .1006E+01 ;
**N00Es 73( 3): P= 35.3898 T= 100.0000 D= 61.9192 QM= .0000 '
QMH= .0000 QVs 00 Us .0000 TE= .0000 VOL= 1.2080 CS=4882.3950 VP .0000 NCES INFORMATION : 8 RANCH NO. MASSFLOW RATE VELOCITY To FROM XK 66 .4752E+02 3.826 73 63 .1284E+01 76 .3180E+02 5.810 73 72 .1006E+01 77 .7933E+02 6.386 74 73 .3531E+01
**N00E= 74( 2): P= 34.4282 T= 100.0000 D= 61.9192 QM= .0000 QMH= .0000 Qv= .00 U= .0000 TE: .0000 VOL= 1.2080 CS=4882.3410 VP= .0000 NCES INFORMATION ! BRANCH NO. MASSFLOW RATE VELOCITY To FROM XK 1 77 .7933E+02 6.386 74 73 .3531E+01 j 78 .7933E+02 6.386 75 74 .1800E 02
** NODES 75( 2): P= 37.4224 T= 100.0000 D 61.9192 QM= .0000 QMHz .0000 Qv= .00 Us .0000 TE= .0000 j VOL= 1.2080 CS=4882.5090 VP= . 0000 !
NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY TO-FROM XK 1 78 .7933E+02 6.386 75 74 .1800E 02 79 .7933E+02 6.386 999 75 .6386E+01
** NODES 100( 1): P= 32.3746 T= 100.0000 De 61.9192 QM= .0000 QMH= .0000 QV= _ .00 U= .0000 TE= .0000 VOL= -1.0000 CS=4882.2260 VP= .0000 NrES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY To-FROM XK 1 .7166E+03 12.087 1 100 4014E-01
** NODES 200( 1): P= 30.4880 T= 100.0000 0= 61.9192 QM= .0000 QMH= .0000 QV= .00 Us .0000 TE= .0000 VOL= 1.0000 CS=4882.1200 VP= .0000 NCES INFORMATION : BRANCH No. MASSFLOW RATE VELOCITY To-FROM XK b
' ** NODES 997( 1): P= 14.700b 0.0000 5 61 19 QM 0 QMH= .0000 QVs .00 Us .0000 TE: .0000 VOL= 1.0000 CS=4881.2350 VP= .0000 NCES INFORMATION : BRANCH No. MASSFLOW RATE VELOCITY To-FROM XK 30 .6691E+03 11.286 997 29 .1129E+02
**N00E= 999( 1): P= 14.7000 T= 100.0000 0= 61.9192 QM= .0000 QMH= .0000 QV= .00 U= .0000 TE= .0000 VOL= -1.0000 CS=4881.2350 VP= .0000 NCES INFORMATION : BRANCH NO. NASSFLOW RATE VELOCITY To-FROM XK 79 ;7933E+02 6.386 999 75 .6386E+01 l
** NODE = 400( 0): P= 14.7000 T= 100.0000 D= 61.9192 QM= .0000 QMH= .0000 Qva .00 U= .0000 TE: .0000 VOL= -1.0000 CS=4881.2350 VP= .0000 NCES INFORMATION : BRANCH No. MASSFLOW RATE VELOCITY TO-FROM XK HYTN41 REV 0 GILBERT / COMMONWEALTH INC.1989 .
HYTRAN INF=CRMUTSS.DAT BWST/MUT 1 DRAWDOWN MODEL z E D-TIME = 59.9998 ***
** NODES 1( 2): P= 32.3354 T= 100.0000 D= 61.9192 Qws .0000 QMH= .0000 Qv= .00 Us .0000 TE= .0000 VOL: 1.4459 C5=4882.2240 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VE'. 0CI TY TD-FROM NK 1 .7166E+03 12.087 1 100 4014E 01 2 .7166E+03 12.087 2 1 4014E-01
**NOCEs 2( 2): P= 32.2963 T= 100.0000 D= 61.9192 Cw= .0000 OMd= .0000 CV: .00 un .0000 TE: .0000 VOL= 1.4459 CS=4882.2210 VP= .0000 NCES INFORMATION ? BRANCH NO. MASSFLOW RATE VELOCITY TO-FROM xK 2 7166E+03 12.087 2 1 4014E 01 Qj I **N00E= 3t 21: P=
3 .7167E+03 32.2570 T= 100.0000 D 12.088 3 61.9192 2 c== 4014E-01
.0000 Owo .0000 QVs .00 Us .0000 TE= .0000 Page 20
i l i Calculation M96-0007, MUT/BWST Hytraa Analysis Attachment 4 VOL= 1.4459 CS=4882.2190 VP= .0000 NCES INFORMATION : BRANCH NO. MAS $ FLOW RATE VELOCITY T0 FROM XK Q, . 3 .7167E+03 12.088 3 2 4014E 01 ) 4 .7166E+03 12.086 4 3 4014E-01
** NODES 4( 2): P= 32.2181 T= 100.0000 D= 61.9192 QMs .0000 QMH= .0000 ovs .00 U= .0000 TE: .0000 VOL= 1.4459 CS=4882.2170 VP= .0000 NCES INFORMAfl0N : BRANCH NO. MASSFLOW RATE VELOCITY T0-FROM XK 4 .7166E+03 12.086 4 3 .4014E-01 5 .7167E+03 12.088 5 4 .4014E 01
** NODES 5( 2): P= 32.1787 T= 100.0000 D 61.9192 QM= .0000 QMHz .0000 Qva .00 Us .0000 TE= .0000 VOL= 1.4459 CS=4882.2150 VP= .0000 NCES INFORMATION : BRANCH No. MASSFLOW RATE VELOCITY 70 FROM XK 5 .7167E+03 12.088 5 4 .4014E 01 6 .7166E+03 12.087 6 5 4014E-01
** NODE = 6( 2): P= 32.1397 T= 100.0000 D= 61.9192 QM= .0000 QMHz .0000 ovs .00 Us .0000 TE .0000 VOL= 1.4459 CS=4882.2120 VP= .0000 NCES INFORMATION : BRANCH NO. MAS $ FLOW RATE VELOCITY TD FROM XK 6 .7166E+03 12.087 6 5 4014E-01 7 .7166E+03 12.087 7 6 .4014E-01
" NODE s 7( 2): P= 32.1006 T= 100.0000 D= 61.9192 QM= .0000 QMHz .0000 QV: .00 U= .0000 TE= .0000 VOL= 1.4459 CS=4882.2100 VP= .0000 NCES INFORMAT!f% : BRANCH NO. MASSFLOW RATE VELOCITY TD-FROM XK 7 .7166E+03 12.087 7 6 .4014E 01 l 8 .7166E+03 12.087' 8 7 .4014E-01
** NODES d( 2): P= 32.0613 T= 100.0000 D= 61.9192 QMs .0000 QMH= .0000 QV= .00 Um .0000 TE= .0000 VOL= -1.4459 CS=4882.2080 VP= .0000 NCES IKFORMAfl0N a BRANCH NO. MASSFLOW RATE VELOCITY To-FROM XK 8 .7166E+03 12.087 8 7 .4014E 01 9 .7166E+03 12.088 9 8 .4014E-01
** NODE = 9( 2): P= 32.0221 T= 100.0000 D 61.9192 QM= .0000 QMHz .0000 QV= .00 Um .0000 TE= .0000 VOL= 1.4459 CS=4882.2060 VP= .000C NCES INFORMATION : 3 RANCH NO. MASSFLOW RATE VELOCITY T0-FROM XK 9 .7166E+03 12.088 9 8 .4014E-01 10 ' .7165E+03 12.086 10 9 .4014E 01
** NODE 10( 2): P= 31.9832 T= 100.0000 D= 61.9192 QMa .0000 j QMH= .0000 QV= .00 Us .0000 TE= .0000 VOL= 1.4459 CS=4882.2040 VP= .0000 i NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY To-FROM XK 10 .7165E+03 12.086 ? 10 9 .4014E 01 !
11 .7167E+03 12.088 11 10 .4014E-01 l i
** NODES ilt 2): P= 31.9438 T= 100.0000 0= 61.9192 QM= .0000 QMH= .0000 QV= .00 Us .0000 TE= .0000 VOL= 1.4459 CS=4882.2020 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY T0 FROM XK 11 ,7167E+03 12.088~ 11 10 .4014E 01 12 .7166E+03 12.086 12 11 .4014E-01
** NODE = 12( 2): P= 31.9048 T= 100.0000 'D=- 61.9192 QM= " '.0000 QMHz .0000 QV= .00 tr= P .0000 TE .' .0000 VOL= 1.4459 CS=4882.1090 VP=' .0000 NCES INFORMATION . BRANCH NO. MASSFLOW RATE VELOCITY T0-FROM XK 12 .7166E+03 12.086 12 11 .4014E-01 13 .7166E+03 12.087 13 12 4014E-01
** NODE = 13( 2): P= 31.8656 T= 100.0000 D= 61.9192 QM .0000 QMHz .0000 QV= .00 Un .0000 TE .0000 VOL= 1.4459 CS=4882.1970 VP= .0000 NCES lhFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY 70-FROM XK 13 .7166E+03 12.087 13 12 4014E 01 14 .7166E+03 12.087 14 13 4014E-01
" NOD E s 14( 2): P= 31.826. T= 100.0000 D= 61.9192 Cw= .0000 OMH= .0000 QV= .00 Us .0000 TE: .0000 VOL= 1.4459 CS=4882.1950 VP= .0000 NCES INFORMATION ERANCH No. MASSFLCW RATE VELOCITY 10 FROM M e 14 .7166E+03 12.087 14 13 401aE-01
\ 15 .7166E+03 12.087 15 14 1800E-02 "NOC E 15( 2): P= 46.0734 T= 100.0000 D= 61.9192 Car .CC30 Page 21
1 Calculation M96-0007, MUT/BWST Hytran Analysis Attachment 4 QMH= .0000 QV= .00 Us .0000 TE= .0000 A I VOL= 1.4459 CS=4882.9940 VP= .0000 I NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY T0 FROM XK 15 .7166E+03 12.087 15 14 .1800E-02 16 .7165E+03 12.085 16 15 4014E 01
" NODE s 16( 2): P= 46.0346 T= 100.0000 D= 61.9192 QMs .0000 QMH= .0000 QV= .00 Us .0000 TE .0000 VOL= 1.4459 CS=4882.9910 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY TO FROM XK 16 .7165E+03 12.085 16 15 .4014E 01 17 .7167E+03 12.088 17 16 1
.4014E-01 l
" NODE = 17( 2): P= 45.9952 T= 100.0000 D* 61.9192 QMs .0000 QMHz .0000 oys .00 Us .0000 TE= .0000 VOL=- 1.4459 CS=4862.9890 VP= .0000 NCES INFORMAil0N : BRANCH NO. MASSFLOW RATE VELOCITY TD FROM XK 17 .7167E+03 12.088 17 16 .4014E-01 18 .7166E+03 12.086 18 17 .4014E 01
" NODES 18( 21: P= 45.9563 T= 100.0000 D= 61.9192 QM= .0000 QMH= .0000 QV= .00 Us .0000 TE .0000 VOL= 1.4459 CS=4882.9870 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY To FROM XK 18 .7166E+03 12.086 18 17 4014E 01 19 .7166E+03 12.087 19 18 .4014E 01
** NODE 19( 2): P= 45.9170 T= 100.0000 Da 61.9192 QMs .0000 QMH= .0000 QV= .00 Us .0000 TE= .0000 VOL= 1.4459 CS=4882.9850 VP= .0000 NCES INFORMATION : BRANCH NO. NASSFLOW RATE VELOCITY To FROM XK 19 .7166E+03 12.087 19 18 4014E 01 20 .7166E+03 12.087 20 19 4014E-01
**N00E= 20( 2): P= 45.8779 T= 100.0000 0= 61.9192 QMs .0000 QMH= .0000 QV= .00 U= .0000 TE= .0000 VOL= 1.4459 CS=4882.9820 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY TO FROM XK 20 .7166E+03 12.087 20 19 .4014E-01 A 21 .7166E+03 12.087 21 20 4014E 01
" NOD E = 21( 2): P= 45.8388 T= 100.0000 De 61.9192 QM= .0000 QMH= .0000 QV= .00 Un .0000 TEs .0000 VOL= 1.4459 CS=4882.9800 VP= .0000 NCES INFORMATION BRANCH NO. MASSFLOW RATE VELOCITY TO FROM XK l
21 .7166E+03 12.087 21 20 .4014E 01 ! 22 .7166E+03 12.087 22 21 .4014E 01 l
" NOD E s 22( 2): P= 45.7996 T= 100.0000 D= 61.9192 QM= .0000 QMH= .0000 ov: .00 U= .0000 TE .0000 VOL= 1.4459 CS=4882.9780 VP= 0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY 70-FROM XK 22 .7166E+03 12.087 22 21 .4014E 01 1 23 .7166E+03 12.087 23 22 .4014E 01 l
**N00E= 23( 2): P= 45.7605 T= 100.0000 D= 61.9192 QM= .0000 QMH= .0000 QVs .00 Un .0000 TE: .0000 VOL= 1.4459 CS=4882.9750 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY TO-FROM XK 23 .7166E+03 12.087 23 22 .4014E 01
- ~ "' 24 .7166E+03 12.087 24 23 .4014I-01 4
- a "N00E = 24( 2): P= 45.7213 T= 100.0000 D= 61.9192 QM= r.0000 QMHz .0000 QV= .00 Us .0000 TE: .0000 VOL= 1.4459 CS=4882.9740 VP= .0000 NCES INFORMATION . BRANCH h0. MASSFLOW RATE VELOCITY To FROM XK 24 .7166E+03 12.087 24 23 .4014E 01 25 .7166E+03 12.087 25 24 .4014E 01
**N00E= c5( 2): P= 45.6822 T= 100.0000 D= 61.9192 QM= .0000 QMH= .0000 CV= .00 Us .0000 TE .0000 VOL= 1.4459 CS=4882.9720 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY To FROM XK 25 7166E+03 12.087 25 24 .4014E 01 26 .7166E+03 12.087 26 25 4014E 01
**N00E= 26( 2): P= 45.6430 T= 100.0000 D 61.9192 Cw .0000 CMHz .0000 cvs .00 Us .0000 TE= .0000 VOL= 1.4 59 CS=e882.9690 VP= .0000
/ hCES 1h70RMAT10N ERANCH kC. "ASSFLOW RATE VELOCITY To-FROM XK I
/ 26 .7166E+03 12.087 26 25 4014E-01 27 .7166E+03 12.087 27 26 4014.E 01 Page 22
... I l-l Calculation ME0007, MUT/BWST Hytran Analysis Attachmcr.t 4 l
** NODE = 27( 2): P= 45.6038 T= 100.0000 Da 61.9192 QMs .0000 '
[A QMH= .0000 QV= .00 Us .0000 TE .0000 i ! - VOL= . 1.4459 CS=4882.9670 VP= .0000 !. NCES INFORMATION BRANCH NO. MAS $ FLOW RATE VELOCITY TO FROM XK 27 7166E+03 12.087 27 26 4014E 01 I 28 .7166E+03 12.087 28 27 .4014E 01 l
" NODE s 28( 2): P= 45.5647 T= 100.0000 D= 61.9192 QM= .0000 l QMH= .0000 QVs .00 U= .0000 TE .0000 )
VOL= 1.4459 CS=4882.9650 VP= .0000 l NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY -To-FROM XK i l 28 .7166E+03 12.087 28 27 .4014E-01 29 .7166E+03 12.087 .29 28 .4014E 01 l "N00 E = 29( 3): P= 45.5255 T= -100.0000 0= 61.9192 QMs .0000 QMH= .0000 ove .00 U= 0000 TE= .0000 VOL= 1.4459 CS=4882.9630 VP= .0000 .! NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY T0-FROM XK l 29 .7166E+03 12.087 29 28 4014E-01 1 30 .6691E+03 11.286 997 29 .1129E+02 31 .4752E+02 3.826 30 29 .1098E+02
" NODES 30( 2): P= 44.4524 T= 100.0000 D= 61.9192 QM= .0000 QMHz .0000 QVs .00 U= .0000 TE: .0000 VOL= 1.3871 CS=4882.9030 VP= .0000 NCES INFORMATION , BRANCH NO. MASSFLOW RATE VELOCITY To-FROM XK 31 .4752E+02 3.826 30 29 .1098E+02 32 .4753E+02 3.826 .31 30 .4538E+00
" NOD E s 31( 2): P= 44.4079 T= 100.0000 D= 61.9192 QM: .0000 QMH= .0000 ovs .00 Us -- .0000 TE: .0000 VOL= 1.3871 CS=4882.9000 VP= .0000 NCES INFORMATION : BRANCH No. MASSFLOW RATE VELOCITY T0-FROM XK 32 .4753E+02 3.826 31 30 .4538E+00 33 4752E+02 3.826 32 31 .4538E+00
** NODE = 32( 2): P= 44.3636 T= 100.0000 Da 61.9192 QMs .0000 QMHz .0000 QV= .00 U= .0000 TE= .0000 VOL= 1.3871 CS=4882.8980 VP= .0000 g NCES INFORMATION : BRAhCH NO. MASSFLOW RATE VELOCITY To-FROM XK (N 33 .4752E+02 3.826 32 31 .4538E+00 34 .4752E+02 3.826 33 32 .18005-02
; "N00E = 33( 2): P= 40.0777 T= 100.0000 D= 61.9192 QMs .0000 s QMH= .0000 QV= .00 U= .0000 tea .0000 >
i VOL= 1.3871 CS=4882.6570 VP= .0000 y, l .. NCES INFORMATION BRANCH NO. MASSFLOW RATE VELOCITY T0-FROM XK ';; 1 34 .4752E+02 3.826 33 32 .1800E 02 g s 35 .4752E+02 3.826 34 33 .4538E+00 q g "N00 E = 34( 2): P= 40.0335 T= 100.0000 D 61.9192 QMa 0000 g l ; QMHz .0000 QV= .00 Us .0000 TEs .0000 g I i VOL= 1.3871 CS=4882.6550 VP= .0000 t j .NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY T0 FROM XK 35 .4752E+02 3.826 34 33 .4538E+00 36 .4752E+02 3.b26 35 34 .4538E+00 l v- " NOD E s 35( 2): P= 39.9891 T= 100.0000 D= 61.9192 QM= .0000 l P QMHz .0000 Qve .00 U= .0000 TE .0000 '3 ; eq j 1; 11 o VOL= 1.3871 CS=4882.6520 VP= .0000 3- n: j u !- NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY To FROM XK g 3r nerm x. 36 .4752E+02 3.826 35 34 .4538E+00 c y3 g c .- -1 37 .4752E+02 3.825 36 35 .1206E+01 w 9- ! " NOD E s 36( 2): P= 39.8714 T= 100.0000 D= 61.9192 QM= .0000 QMHz .0000 QV= .00 Us .0000 TE: .0000 1
- V0t= 1.2305 CS=4882.6460 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY T0 FROM XK 37 .4752E+02 3.825 36 35 .1206E+01 38 4753E +02 3.827 37 36 .9450E 01 i
**N00E= 37( 2): P= 39.8620 T= 100.0000 D= 61.9192 cm= .0000 i QMM= .0000 QV= .00 Us .0000 TE: .0000 VOLs 1.2305 CS=4882.6460 VP= .0000 NCES INFCRMATION . ERANCH NO. MASSFLOW RATE VELOCITY To-FROM WK l 38 .4753E +02 3.827 37 36 .9450E 01 2 39 .4752E +C2 3.826 38 37 9450E 01 !
" NOD E s 38( 2): P= 39.8529 T= 100.C000 C= 61.9192 oms .0000 CMHz .0000 CV= .00 U= .0000 TE: .0000 VOL= 1.2305 CS=4882,6450 VP: .0000 NCES lhFORMAT10h : BRANCH ho. MASSFLOW RATE VELC;1TY To-FROM *K Page 23 r
f l
Calcula' ion M96-0007, MUT/BWST Hytran Analysis Attachment 4
'39 .4752E+02 3.826 38 37 .9450E 01 40 .4 752E+02 3.826 39 38 .9450E 01
**N00E= 39( 2): P= 39.8436 T= 100.0000 D= 61.9192 QMs .0000 QMH= .0000 QV= .00 U= .0000 TE= .0000 V0t= 1.2305 CS=4882.6450 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY TO-FROM XK 40 .4 752E +02 3.826 39 38 .9450E Of 41 .4752E+02 3.826 40 39 .9450E-01
** NODES 40( 2): P= 39.8343 T= 100.0000 D= 61.9192 QM= .0000 QMH= .0000 QV= .00 U= .0000 TE= .0000 VOL= 1.2305 CS=4882.6440 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY To- F R OM XK 41 4752E+02 3.826 40 39 .9450E 01 42 .4752E+02 3.826 41 40 .9450E-01
**N00E= 41( 2): P= 39.8251 T= 100.0000 D= 61.9192 oM .0000 oMHz .0000 QVs .00 U= .0000 TE: .0000 VOL= 1.2305 CS=4882.6440 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY TO FROM XK 42 .4752E+02 3.826 41 40 .9450E 01 43 .4752E+02 3.826 42 41 .9450E 01
**N00E= 42( 2): P= 39.8159 T= 100.0000 0= 61.9192 QM= .0000 QMHs .0000 QV= .00 U= .0000 TE .0000 VOL= 1.2305 CS=4882.6430 VP= .0000 NCES INFORMAfl0N : BRANCH NO. MAS $ FLOW RATE VELOCITY TO-FROM XK 43 .4752E+02 3.826 42 41 .9450E-01 44 .4752E+02 3.826 43 42 .9450E 01
**N00E= 43( 2): P= 39.8066 T= 100.0000 D= 61.9192 QM= .0000 QMH= .0000 QV= .00 U= .0000 TEs .0000 v0L= 1.2305 CS=4882.6420 VP= .0000 NCES INFORMATION : BRANCH NO. MAS $ FLOW RATE VELOCITY To FROM XK 44 .4752E+02 3.826 43 42 .9450E-01 45 4752E+02 3.826 44 43 .9450E-01
**N00E= 44( 2): P= 39.7974 T= 100.0000 D= 61.9192 QMs .0000 QMH= .0000 QV .00 Us .0000 TE .0000 f-- s VOL= 1.2305 CS=4882.6420 VP= .0000 f ) NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY T0-FROM XK
\s_/ 45 .4752E+02 3.826 44 43 9450E-01 4 46 .4 752E+02 3.826 45 44 .9450E 01
** NODE = 450 2): P= 39.7882 T= 100.0000 D= 61.9192 oms .0000 QMH= .0000 ovs .00 Um .0000 TE= .0000
- f. VOL= 1.2305 CS=4882.6410 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY T0-FROM XK i rs 46 .4752E+02 3.826 45 44 9450E-01 l 17 47 4752E+02 3.826 46 45 .9450E-01
** NODE 460 2): P= 39.7789 T= 100.0000 D= 61.9192 QMs .0000 )
1 QMH= .0000 ovs .00 Us .0000 TE= .0000 i
. VOL= 1.2305 CS=4882.6410 VP= .0000 i NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY TD FROM XK i 47 .4752E +02 3.826 46 45 .9450E 01 I
"( 48 .4752C+02 3.826 47 46 .1800E 02
** NODE = 470?2): P= 35.7102 T= 100.0000 D= 61.9192 oM= .0000 "f = DMhs t.0000 QV= .00 Un .0000 TE .0000 2 4; VOL= 41.2305 CS=4882.4130 VP= .0000 3 ;
NCES INFORMATIDN : BRANCH 20) MASSFLOW RATE VELOCITY To-FROM XK 1:G4 M f; ' 48 'f" 4752E+02 3.826 47 46 .1800E-02 ' y 49 .4752E+02 3.826 48 47 .9450E-01 .
** NODES '480 2): P= 35.7010 T= 100.0000 D= 61.9192 Qu= .0000
', QuH= .0000 ova .00 us .0000 TF= .0000 4 '
VOL= 1.2305 CS=4882.4'20 VP= .0000 ; NCES INFORMATION . BRANCH NO. MASSFLOW RATE VELOCITY TO FROM XK 49 .4752E+02 3.826 48 47 .9450E 01 50 4752E+02 3.826 49 48 .9450E C1
**N00E= 49( 2): P= 35.6918 T= 100.0000 Da 61.9192 Cw= .0000 CMen .0000 QV= .00 U= .0000 TE= .0000 VOL= 1.2305 CS=.882.4120 VPe .0000 NCES INFORMATION EPANCH NO. MASSFLOW RATE VEL 3 CITY 70 FROM xK 50 4752E+02 3.826 49 48 9450E-01 51 .4752E +C2 3.826 50 49 .945CE-C1
.['~\ *
- 4 00 E = 50( 2): P= 35.6826
.0000 Qva T= 100.0000 D= 61.9192 tw=
.0000 TE:
.0000 t CNH= .C0 Us .0000
'.0L= 1.2305 CS=e882.4110 VP= .0000 Page 24
Calculation M96-0007, MUT/BWST Hytran Analysis Attachmtnt 4 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY TO-FROM XK l O 51 .4752E+02 3.826 50 49 .9450E 01 (' 52 .4752E+02 3.826 51 50 .9450E 01 "r00E= 51( 2): P= 35.6733 T= 100.0000 D. 61.9192 QM= .0000 QMH= .0000 Qve .00 U= .0000 TE= .0000 VOL=
- 2305 CS=4882.4110 VPs
. .0000 i
NCES INFORMATION . BRANCH NO. MASSFLOW RATE VELOCITY 10-FROM XK ; 52 .4752E+02 3.826 51 50 .9450E 01 l 53 4752E+02 3.826 52 51 .9450E-01 ) r " NODE = 52( 2): P= 35.6641 T= 100.0000 D= 61.9192 QMs .0000 l QMH= .0000 QV .00 U= .0000 TE= .0000 VOL= 1.2305 CS=4882.4100 VP= .0000 , NCES INFORMAfl0N : BRANCH NO. MASSFLOW RATE VELOCITY TO-FROM XK ! 53 .4752E+02 3.826 52 51 .9450E 01 54 .4752E+02 3.826 53 52 .9450E 01
** NODE = 53( 2): P= 35.6549 T= 100.0000 Da 61.9192 QMs .0000 QMH= .0000 QV= .00 U= .0000 TE= .0000 VOL= 1.2305 CS=4882.4100 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY 70 FROM XK 54 .4752E+02 3.826 53 52 .9450E 01 55 .4752E+02 3.826 54 53 .9450E 01
** NODES 54( 2): P= 35.6456 T= 100.0000 0= 61.9192 QMs .0000 ,
QMH= .0000 QV= .00 Us .0000 TE .0000 l VOL= 1.2305 CS=4882.4090 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY T0 FROM XK 55 .4752E+02 3.826 54 53 .9450E 01 56 .4752E+02 3.826 55 54 .9450E-01
** NODE = SSC 2): P= 35.6364 T= 100.0000 D= 61.9192 QM= .0000 QMH= .0000 QVs .00 U= .0000 TE= .0000 VOL= 1.2305 CS=4882.4090 VP= .0000
- NCES INFORMAfl0N : BRANCH NO. MASSFLOW RATE VELOCITY To-FROM XK 56 .4752E+02 3.826 55 54 .9450E 01 57 .47522+02 3.826 56 55 .9450E 01
" NODE = 56( 2): P= 35.6271 T= 100.0000 0= 61.9192 QM= .0000 A QMH= .0000 QV= .00 Us .0000 TE= .0000 l \ VOL= 1.2305 CS=4882.4080 VP= .0000 k NCES INFORMATION BRANCH NO. MASSFLOW RATE VELOCITY To-FROM XK 57 4752E+02 3.826 56 55 .9450E-01 58 .4752E+02 3.826 57 56 .9450E-01 "N OD E = 57( 2): P= 35.6179 'Y= 100.0000 D= 61.9192 QMs .0000 QMHs .0000 at= .00 Us .0000 TE= .0000 VOL= 1.2305 CS=4882.4070 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY T0-FROM XK 58 .4752E+02 3.826 57 56 .9450E-04 63 .4752E+02 3.826 61 57 .3000E+00
**N00E= 61( 2): P= 35.5886 T= 100.0000 D= 61.9192 QMs .0000 QMH= .0000 QV= .00 Us .0000 TE= .0000 i VOL= .9989 CS=4882.4060 VP= .0000 l NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY TO-FROM XK l 63 .4752E+02 3.826 61 57 .3000E+00 64 .4752E+02 3.826 62 61 .2400E+00
**N00E= 62( 2): P= 35.5651 ri= 100.0000' D=+ 61.9192 QM=
.0000 QMH= .0000 JQV .00 'Us * .0000 TE= .0000 VOL .9989 CS=4882.4040 .VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY To-FROM XK 64 4752E+02 3.826 62 61 .2400E+00 65 4752E+02 3.826 63 62 .1800E C2
**NOCE= 63( 2): Ps 35.5153 "T= 100.0000 D= 61.9192 QM= .0000 QMHz .0000 ~Qvs .00 Um .0000 TE= .0000 VOL= .9989 CS=4882.4020 VP= .0000 NCES INFORMATION BRANCH NO. MASSFLOW RATE VELOCITY TO-FROM XK I 65 .4752E+02 3.826 63 62 .1800E-02 l 66 4752E+02 3.826 73 63 .1284E+01
" N00 E = 6*( 2): P= 30.3963 T= 100.0000 D= 61.9192 QM= .0000 cme = .C000 Qva .00 U= .0000 TE .00C0 VOL= 1.C025 CS=488?.1150 VP= .0000 NCES IhFORMATION
- ERANCH NO. MASSFLOW RATE VELOCITY 10-FROM XK 67 .3120E+02 5.810 64 200 4067E+00 O 68 .318CE+02 5.810 65 64 4067E+00
" NOC E = 65( 2): P= 30.30I.6 T= 100.0000 D= 61.9192 r.u .0000 CMw= .0000 QV= .00 U= .0000 TE= .0000 Page 25
! Calculation M96-0007, MUT/BWST Hytran Analysis Attachment 4 i r i l VOL= 1.0025 CS=4882.1090 VP= .0000 , f ! NCl$ INFORMATION : BRANCH NO. PASSFLOW RATE VELOCITY 10-FROM XK I 68 3180E+02 5.810 65 64 4067E+00 69 .3180E+02 5.810 66 65 4067E +00 "N00Ja 66( 2): P= 30.2129 T= 100.0000 0= 61.9192 QM= .0000 OMH= .0000 QVs .00 U= .0000 TE= .0000 VOL= 1.0025 CS=4882.1040 VP= .0000 NCES INFORMATION : BRANCM No, MAS $ FLOW RATE VELOCITY To FROM XK l 69 .3180E+02 5.810 66 65 .4067E+00 l 70 .3180E*02 5.810 67 66 4067E+00
** NODES 67( 2): P= 30.1213 T= 100.0000 D= 61.9192 QM= .0000 l QMHz .0000 QV= .00 U= .0000 TE= .0000 l VOL= 1.0025 CS=4882.0990 VP= .0000 l NCES INFORMATION : BRAWCH NO. MASSFLOW RATE VELOCITT TO-FROM XK l 70 .3180E+02 5.810 67 66 .4067E+00
! 71 .3180E+02 5.810 68 67 .1800E-02 l " NODE s 68( 2): P= 35.9833 T= 100.0000 D= 61.9192 QM= .0000 I QMHz .0000 oys .00 Us .0000 TE: .0000 VOL= 1.0025 CS=4882.4280 VP= .0000 I NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY T0 FROM XK 71 .3180E+02 5.810 68 67 .1800E 02 72 .3180E+02 5.810 69 68 .4067E+00
** NODES 69( 2): P= 35.8916 T= 100.0000 D= 61.9192 QM= .0000 QMHz .0000 QVs .00 U= .0000 TE= .0000 VOLE 1.0025 CS=4882.4230 VP= .0000 i NCES INFORMATION BRANCH NO. MASSFLOW RATE VELOCITY T0-FROM XK j 72 .3180E+02 5.810 69 68 .4067E+00 1 73 .3180E+02 5.810 70 69 .4067E+00
" NOD E s 70( 2): P= 35.7999 T= 100.0000 De 61.9192 OM= .0000 QMH= .0000 QVs .00 U= .0000 TE= .0000 VOL= 1.0025 CS=4882.4170 VP= .0000 NCES INFORMATION BRANCH NO. MASSFLOW RATE VELOCITY T0-FROM XK 73 .3180E+02 5.810 70 69 4067E+00 74 .3180E+02 5.810 71 70 .4067E+00
[D **N00E= 71( 2): P= QMH= 35.7082 T= 100.0000 D=
.0000 QV= .00 Us 61.9192 QM=
.0000 TE=
.0000
.0000 k'
VOL= 1.0025 CS=4882.4130 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY To FROM XK 74 .3180E+02 5.810 71 70 .4067E+00 75 .3180E+02 5.810 72 71 .4067E+00 i
" N 00 E = 72( 2): P= 35.6165 T= 100.0000 Da 61.9192 QM= .0000 l oMH= .0000 QV= .00 Us .0000 TE= .0000 VOL= 1.0025 CS=4882.4070 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY To FROM XK 75 .3180E+02 5.810 72 71 .4067E+00 76 .3180E+02 5.810 73 72 .1006E+01 "N00 E = 73( 3): P= 35.3898 T= 100.0000 D= 61.9192 QM= .0000 QMHz .0000 QVs .00 U= .0000 TE: .0000 VOLs 1.2080 CS=4882.3950 VP= .0000 NCES INFORMATION : BRANCW NO. MASSFLOW RATE VELOCITY To FROM XK 66 .4752E+02 3.826 73 63 .1284E+01 76 .3180E+02 5.810 73 72 .1006E+01 77 .7933E+02 6.386 74 73 .3531E+01
**N00E= 74( 2): P= 34.4282 T= 100.0000 D' 61.9192 QM= ,.0000 QMH= .0000 QV= .00 U= .0000 TE= .0000 VOL= 1.2080 CS=4882.3410 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY To-FROM XK 77 .7933E+02 6.386 74 73 .3531E+01 78 .7933E+02 6.386 75 74 .1800E 02
**NCOE= 75( 2): P= 37.4224 T= 100.0000 D= 61.9192 ou= .0000 QMH= .0000 QV: .00 U= .0000 TE: .0000 VOL= 1.2080 CS=4882.5090 VP= .0000 NCES INFORMATION : BRANCH No, MASSFLOW RATE VELOCITY 10- F R OM XK 78 .7933E+02 6.386 75 74 .1800E 02 79 .7933E+02 6.386 999 75 .6386E+01
" NDC E = 100( 1): P= 32.3746 T= 100.0000 0= 61.9192 cw= .0000 QMM= .0000 QV= .00 Us 0000 TE .0000 VOL= -1.0000 CS=4882.2260 Vos .0000 i
[q ' NCES INFORMATION . BRANCH WO. MASSFLOW RATE VELOCITY 10-FROM XK L 1 .7166E+03 12.087 1 100 .4014E-01
**N00E= 200( 1): P= 30.4880 T= 100.0000 D= 61.9192 Cws .0000 Page 26
Calculation M96-0007, MUT/8WST Hytran Analysis Attachment 4-
.0000 QV= .00 Um .0000 TE= .0000
[ n* QMHz VOL= 1.0000 CS=4882.1200 VP= .0000 () NCES INFORMATION : BRANCH NO. 67 MASSFLOW RATE VELOCITT To FROM
.3180E+02 5.810 64 200 XK
.4067E+00
" NOD E s 997( 1): P= 14.7000 T= 100.0000 0= 61.9192 QMs .0000 QMHz .0000 QVs .00 U= .0000 TE= .0000 VOL= -1.0000 CS=4881.2350 VP= .0000 NCES INFORMATION
- BRANCH NO. MASSFLOW RATE VELOCITY To-FROM XK 30 .6691E+03 11.286 997 29 .1129E+02
**NOCE= 999( 1): P= 14.7000 T= 100.0000 De 61.9192 QM= .0000 QMHz .0000 QV= .00 Us .0000 TE .0000 VOL= -1.0000 CS=4881.2350 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY TO-FROM XK 79 .7933E+02 6.386 999 75 .6386E+01
** NODES 400( 0): P= 14.7000 T= 100.0000 D 61.9192 QMs .0000 QMHz .0000 QV= .00 U= .0000 TE= .0000 Vots -1.0000 CS=4881.2350 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY To-FROM XK A
t j Page 27
Calculation M96-0007, MUT/BWST Hytran Analysis Attachment 5 5.0002 41.i670 44.9000 [ 10.0002 41.5:70 44.9000 l 15.0002 41.56is 44.9000 20.0002 41.5670 44.9000 ;
- 25.0002 41.5670 44.9000 l 30.0002 41.5670 44.9000 !
I 35.1002 41.5670 44.9000 l i 40.2001 41.5670 44.9000 ' 45.3000 41.5670 44.9000 50.4000 41.5670 44.9000 1 55.4999 41.5670 44.9000 0
.A i
i O Page 1
-i
- Calculation M96-0007, MUT/BWST Hytran Analysis Attachment 6 1
i 5.0002 30.4800 6.1666 6.0198 6.2448 27.9000 270.0830 35.2705 O 10.0002 30.4880 5.8481 6.0198 6.2448 27.9000 270.0830 35.3631 Q 15.0002 20.0002 30.4880 30.4880 5.8406 5.7994 6.0198 6.0198 6.2448 6.2448 27.9000 27.9000 270.0830 270.0830 35.3845 35.3975 , 25.0002 30.4880 5.8089 6.0198 6.2448 27.9000 270.0830 35.3882 30.0002 30.4680 5.8116 0198 6.244B 27.9000 270.0830 35.3891
- 35.1002 30.4680 5.8110 6.0198 6.2448 27.9000 270.0830 35.3895 40.2001 30.4880 5.8103 6.0198 6.2448 27.9000 270.0830 35.3900 45.3000 30.4880 5.8101 6.0198 6.2448 27.9000 270.0830 35.3899 50.4000 30.4880 5.8104 6.0198 6.2448 27.9000 270.0830 35.3898 55.4999 30.4880 5.8104 6.0198 6.2448 27.9000 270.0830 35.3898 4
1 l v i 4 k d 1
, d Page 1
. Calculation M96-0007, MUT/BWST Hytran Analysis Attachmsnt 7 I
'i HYTRAN-INF=CRMUT1.DAT - BWST/MUT-1 DRAWDONN MODEL
' s ,/ COMM STARTING WITH SS MODEL CONDITIONS (i.e. , PRESSURES AND VELOCITIES) . j COMM DRAWDOWN BWST AND MUT-1.
COMM BWST INITIALLY @ 32.3746 PSIA, MUT INITIALLY @ 30.488 PSIA CNTL DATA
'IFLX,0, IVAB,0.
TSTP,0;100, DCNV,0,001, TSTA,0,000, TEND,5000., NLOP,12000, IPRT,600, . ISTA,1, RLAX,1.30,- IENG,0, DSTA,0.0001, IOUT,1,- IDFL,2, VAPP,.8, ENDD NODE DATA COMM 14" "B-TRAIN" PIPING FROM BWST ( A TO B ) p 1,32.3,100.0,1.4459,0 ,0.,0.,0.,0 ,0. L 2,32.3,100.0,1.4459,0.,0.,0.,0.,0 ,0. 3,32.3,100.0,1.4459,0.,0.,0.,0.,0.,0. 4,32.2,100.0,1.4459,0 ,0.,0.,0 ,0.,0. 5,32.2,100.0,1.4459,0.,0.,0.,0.,0.,0. I 6,32.1,100.0,1.4459,0.,0.,0.,0 ,0.,0. 7,32.1,100.0,1'.4459,0.,0.,0.,0.,0,,0. 8,32.1,100.0,1.4459,0 ,0.,0.,0.,0,,0. g 9,32.0,100.0,1 4459,0.,0.,0.,0.,0.,0. l 10i32.0,100.0,1.4459,0. 0.,0.,0.,0.,0. 11,31.9,100.0,1.4459,0.,0.,0.,0.,0 ,0. ; l 12,31.9,100.0,1.4459,0.,0.,0.,0.,0.,0. ! I 13,31.9,100.0.1.4459,0.,0.,0.,0.,0.,0. ' l 14,31.8,100.0,1.4459,0.,0.,0.,0.,0 ,0. I 15,46.1,100.0,1.4459,0.,0.,0.,0.,0 ,0 l 16,46.0,100.0,1.4459,0.,0.,0.,0.,0.,0. , i 17,46.0,100.0,1.4459,0 ,0.,0.,0.,0.,0. 18,46.0,100.0,1.4459,0.,0.,0.,0.,0.,0. 19,45.9.100,0,1.4459,0.,0.,0.,0.,0 ,0. 20,45.9,100.0,1.4459,0.,0.,0.,0.,0.,0. 21,45.8,100.0,1.4459,0.,0.,0.,0.,0.,0. 22,45.8,100.0,1.4459,0.,0.,0.,0.,0.,0. l 23,45.8,100.0,1.4459,0.',0.,0.,0.,0.,0. L 24,45.7,100.0,1.4459,0.,0.,0.,0 ,0 ,0. 2 5,4 5. 7,100. 0,1. 4 4 5 9,0. , 0 ' :, 0. , 0. ,0. J 0. 26,45.6,100.0,1.4459,0.,0.,0.,0.,0.,0. l '27,45.6,100.0,1.4459,0.-0.,0.,0.,0.,0. , ! 28,45.6,100.0,1.4459,0.s0.,0.,0.,0.,0. l 29,45.5,100.0,1.4459,0.,0.,0.,0.,0.,0.
- j. .COMM 6" PIP:NG PAST MUV-60 TO TEE BRANCH ( B TO E' )
! 30.44.5,100.0,1.3871,0.,0.,0.,0.,0.,0. 31,44.4,100.0,1.3871,0.,0.,0 ,0.,0 ,0. 32.44.4,100.0,1.3971,0 ,0.,0.,0.,0.,0. , 33,40.1,100.0,1.3871,0.,0.,0 ,0.,0.,0. 34,4C.:,100.0,1.3s71,0.,0.,0..].,0.,0. 4 3 5,4 0 . ' ,10 0 . 0,1. 3 5 71, 0 . , 0. , 0 . , C . , 0 , 0 . COMM (* FIF:N3 TO MUP-1C TEE BRANTH i B' TD C 1 f 3#,39.3,100.0,1.23CS,0.,0.,0 ,0.,0;.0. 3",39.9,100.0,1.2305,0.,0.,0.,0.,0.,0.
- 34.39.',100.0,1.2305,0.,0.,0.,0.,0.
s 0, Page 1
- , - - -g -,- -
P l Calculation M96-0007, MUT/BWST Hytran Analysis Attachmant 7
~39,39.8,100.0,1.2305,04 ,0.,0.,0.,0 ,0.
L
.'~'} . 40,39.8,100.0,1.2305,0 ,0.,0.,0.,0.,0.
_k,,/ 41,39.8,100.0,1.2305,0 ,0 ,0.,0.,0.,0 42,39.8,100.0,1.2305,0.,0.,0 ,0,,0.,0. 43,39.8,100.0,1.2305,0 ,0.,0.,0.,0.,0. 44,39.8,100.0,1.2305,0.,0.,0.,0.,0 ,0. l 45,39.8,100.0,1.2305,0.,0.,0. 0.,0.,0. l 46,39.8,100.0,1.2305,0 ,0.,0.,0,,0.,0. I 47,35.7,100.0,1.2305,0.,0.,0.,0 ,0.,0. 48,35.7,100.0,1.2305,0.,0.,0.,0.,0.,0. 49,35.7,100.0,1.2305,0.,0.,0.,0.,0.,0. 50,35.7,100.0,1.2305,0.,0,,0.,0.,0.,0.
- 51,35.7,100.0,1.2305,0.,0.,0.,0.,0.,0.
52,35.7,100.0.1.2305,0.,0.,0.,0 ,0.,0.
'53,35.7,100.0,1.2305,0.,0.,0.,0.,0.,0.
p 54,35.6,100.0,1.2305,0.,0.,0.,0.,0.,0. 55,35.6,100.0,1.2305,0.,0.,0.,0.,0.,0.
.56,35.6,100.0,1.2305,0.,0.,0.,0.,0.,0.
57,35.6,100.0,1.2305,0.,0.,0.,0.,0.,0. i COMM 6"/4" PIPING TO MUP-1C ( C TO D ) COMM 58,30.727,100.0,1,1453,0.,0.,0.,0 ,0.,0. COMM 59,29.882,100.0,1.1453,0.,0.,0.,0 ,0.,0. COMM 60,32.885,100.0,1,1453,0.,0.,0.,0.,0.,0. , 'COMM 6" PIPING TO MUT-1 TEE BRANCH ( C TO F ) , L 61,35.6,100.0.0.9989,0.,0.,0.,0 ,0.,0. i ! 62,35.6,100.0,0.9989,0.,0.,0.,0.,0 ,0. 63,35.5,100.0,0.9989,0.,0 ,0.,0.,0.,0. COMM 4" PIPING FROM MUT-1 TO 6" PUMP SUCTION HEADER ( E TO F ) 64,30.4,100.0,1.0025,0.,0.,0.,0.,0.,0. 65,30.3,100.0,1.0025,0 ,0.,0.,0. 0.,0. 66,30.2,100.0,1.0025,0.,0.,0.,0.,0.,0. 67,30.1,100.0,1.0025,0.,0.,0.,0.,0.,0. 68,36.0,100.0,1.0025,0.,0.,0.,0.,0.,0. 69,35.9,100.0,1,0025,0 ,0.,0.,0.,0.,0. 70,35.8,100.0,1.0025,0.,0 ,0.,0.,0.,0. 71,35.7,100.0,1.0025,0.,0.,0 ,0.,0.,0.
.72,35.6,100.0,1.0025,0.,0.,0.,0.,0.,0. !
L COMM 6"/4" PIPING TO MUP-1B ( F TO H ) l 73,35.4,100.0,1,2080,0.,0.,0.,0.,0.,0. 74,34.4,100.0,1.2080,0.,0.,0.,0.,0.,0. I 75,37.4,100.0,1,2080,0.,0.,0.,0.,0.,0. COMM BOUNDARY NODES ' COMM BWST OUTLET @ EL. 120'-6"
-100,32.3746,100.0,0.,0.,0.,0.,0.,0.,0. .l COMM MUT-1 OUTLET @ EL. 120'-11"
-200,30.488,100.0,0.,0.,0.,0.,0 ,0.,0.
COMM BSP-1B AND DHP-1B, MUP-1C, MUP-1B DUMMY DISCHARGE NOCES
-997,14.70,100.0,0.,0.,0.,0.,0.,0.,0. -
-COMM _-998,14.70,100.0,0.,0 ,0 ,0.,0.,0.,0. ISOLATE C PUMP r -999,14.70,100.0.0.,0.,0.,0.,C.,0.,0.
l COMM DCMMY NODES FOR STORING CALC"'ATED VALUES
-400,14.70,100.0,0.,0.,0.,0. : ,0.,0.
l COMM END OF NODE DATA ENOD NCES DATA COMM 14" "B-TRAIN" PIFIN3 FROM BWST tA-Et 1,100,1,0,0.9575,1.0000,0.04014,0.0000,12.087 2,1,2, 0, 0. 9 5 75,1. 0 0 0 0,0. 04 014, ' . Gs 0 0 0,12. 0 8 7 3,2,3,0,0.9575.1.0000,0.04014.0.0000,12.087 4,3,4,0,0.9575,1.0000,0.04014,0,0000,12.067 5,4,5,0,0.9575,1,0000,0.04014,0,0000,12.087 6,5,6,0,0.9575,1.0000,0.04014.0.0000.12.057 7,6,7,0,0.9575,1.0000,0.04014.0.0000,12.067 l (-se ~,7.5.0,0.9575,1,0000,0.04014=' 0000,12.067 Page 2
e Calculation M96-0007, MUT/BWST Hytran Analysis Attachmsnt 7 l l 9,8,9,0,0.9575,1,0000,0.04014,0.0000,12.087 10,9,10,0,0.9575,1,0000,0.04014,0,0000,12.087 11,10,11,0,0.9575,1.0000,0,04014,0,0000,12.087 12,11,12,0,0.9575,1.0000,0.04014,0,0000,12.087 13,12,13,0,0.9575,1.0000,0.04014,0.0000,12.087' 14,13,14,0,0.9575,1.0000,0.04014,0,0000,12'.087 15,14,15,1,0.9575,37.5417,0.0018i29.3231,12.087 16,15,16,0,0.9575,1.0000,0.04014,0.0000,12.087 17,16,17,0,0.9575,1.0000,0.04014,0.0000,12.087 18,17,18,0,0.9575,1.0000,0.04014,0.0000,12.087 19,18,19,0,0.9575,1.0000,0.04014,0,0000,12.087 20,19,20,0,0.9575,1.0000,0.04014,0,0000,12.087 21,20,21,0,0.9575,1.0000,0.04014,0.0000,12.087
.22,21,22,0,0.9575,1.0000,0.04014,0.0000,12.087 23,22,23,0,0.9575,1.0000,0.04014,0,0000,12.087 24,23,24,0,0.9575,1.0000,0.04014,0,0000,12.087 25,24,25,0,0.9575,1,0000,0,04014,0,0000,12.087 26,25,26,0,0.9575,1,0000,0.04014,0.0000,12.087 27,26,27,0,0.9575,1.0000,0,04014,0.0000,12.087 28,27,28,0,0.9575,1.0000,0,04014,0.0000,12.087 29,28,29,0,0.9575,1.0000,0.04014,0.0000,12.087 COMM FIXED FLOW NCE FOR BSP-1B AND DHP-1B 30,29,997,-1,0.9575,1.0000,11.28551,0.0000,11.28551 COMM 14" x 14" x 6" TEE BRANCH (K CHANGED INeVAB1) 31,29,30,0,0.2006,1.0000,10.0,0.0000,3.826 COMM 6" PIPING PAST MUV-60 TO TEE BRANCH (B-B') l 32,30,31,0,0.2006,1.0000,0.45375,0.0000,3.826 33,31,32,0,0.2006,1.0000,0.45375,0.0000,3.826 34,32,33,1,0.2006,36.0209,0.0018,-8.6599,3.826 ;
35,33,34,0,0.2006,1.0000,0.45375,0.0000,3.826 1 36,34,35,0,0.2006,1,0000,0.45375,0.0000,3.826 I f s COMM 6" x 6" x 6". TEE BRANCH @ B' (K CHANGED IN VAB1) 37,35,36,0,0.2006,1.0000,1.2,0.0000,3.826 i COMM 6" PIPING TO MUP-1C TEE BRANCH (B'-C) l 38,36,37,0,0.2006,1.0000,0.09450,0,0000,3.826 39,37,38,0,0.2006,1.0000,0.09450,0.0000,3.826 1 40,38,39,0,0.2006,1.0000,0,09450,0.0000,3.826. ' 41,39,40,0,0.2006,1.0000,0.09450,0,0000,3.826 42,40,41,0,0.2006,1,0000,0.09450,0.0000,3.826 43,41,42,0,0.2006,1.0000,0.09450,0.0000,3.826 44,42,43,0,0.2006,1.0000,0.09450,0.0000,3.826 45,43,44,0,0.2006,1,0000,0,09450,0.0000,3.826 46,44,45,0,0.2006,1,0000,0,09450,0.0000,3.826 , 47,45,46,0,0.2006,1.0000,0.09450,0.0000,3.826 48,46,47,1,0.2006,124.0035,0.0018,-2.2072,3.826 49,47,48,0,0.2006,1.0000,0.09450,0.0000,3.826 50,48,49,0,0.2006,1.0000,0.09450,0.0000,3.826 51,49,50,0,0.2006,1.0000,0.09450,0.0000,3.826 52,50,51,0,0.2006,1.0000,0.09450,0,0000,3.826 53,51,52,0,0.2006,1.0000,0.09450,0.0000,3.826 54,52,53,0,0.2006,1,0000,0.09450,0.0000,3.826 55,53,54,0,0.2006,1.0000,0,09450,0,0000,3.826 56.54,55,0,0.2006,1,0000,0.09450,0.0000,3.826 57,55,56,0,0.2006,1.0000,0.09450,0,0000,3.826 58,56,57,0,0.2006,1.0000,0.09450,0.0000,3.826 00MM ISOLATE PUMP C COMM 6" x 6" x 6" TEE BRANCH (K CHANGED IN VAB1) CCMM 59,57,58,0,0.2006,1,0000, .0,0.0000,6.386 COMM 6"/4".F P!MG TO MUF-1C (C-D j CCMM 60,58,59,0,0.2006,1.0000,2.0611,0.0000,6.356 COMM E1,59,60,1,0,2006.14.8512,0.0018,15.8097.6.356 CCMM FIXE FLCW NCE FOR MUP-10 O CCMM 62,60,998,-1,0.2006,1.0000,6.3563B,0,0000,6.36636 01'N 6" x 6" x 6" TEE RUN fK CHA'MED IN VABil Page 3
_.m.._____ _ . _ _ _ . _ _ _ . _ ~ _ _ _ _ . . _ . i i Calculation M96-0007, MUT/BWST Hytran Analysis Attachment 7 63,57,61,0,0.2006,1.0000,0.3,0,0000,3.826
%- COMM 6" PIPING TO MUT-1 TEE BRANCH (C-F) '
64,61,62,0,0.2006,1.0000,0.24000,0,0000,3.826 65,62,63,1,0.2006,14.9374,0.0018,0,0000,3.826 i COMM 6" x 6" x 4" TEE RUN (K CHANGED IN VAB1) l 66,63,73,0,0.2006,1.0000,3.3.0.0000,3.826 i COMM 4" PIPING FROM MUT-1 TO 6" PUMP SUCTION HEADER (E-F)
)
68 64 65bbb88 1 b 00 b 40675 b bOOO 5 5 0 69,65,66,0,0.0884,1.0000,0.40675,0.0000,5.810 -l 70,66,67,0,0.0884,1.0000,0.40675,0,0000,5.810 j 71, 6 7,6 8,1, 0. 0 8 8 4, 97.13 54,0,0 01d ,5. 4 4 21, 5. 810 '
'72,68,69,0,0,0884,1.0000,0.40675,0.0000,5.810 73,69,70,0,0.0884,1.0000,0.40675,0,0000,5.810 74,70,71,0,0.0884,1.0000,0.40675,0.0000,5.810 75,71,72,0,0.0884,1.0000,0.40675,0.0000,5.810 COMM 6" x 6" x 4" TEE BRANCH (K CHANGED IN VAB1)-
76,72,73,0,0.0884,1.0000,1.0,0.0000,5.810 COMM 6"/4" PIPING TO MUP-1B (F-H) 77,73,74,0,0.2006,1.0000,3.53110,0.0000,6.386 78,74,75,1,0.2006,15.7887,0.0018,14.8709,6.386 COMM FIXED FLOW NCE FOR MUP-1B 79,75,999,-1,0.2006,1.0000,6.38638,0.0000,6.38638 COMM END OF NCE DATA ENDD PUMP DATA COMM NRA,1170.0, COMM HRA,190.0, COMM QRA,24.7, COMM TRA,10.0, COMM INR,10.0, COMM X 0,,0.3927,0.7858,1,1781,1.5708,1.9635,2.3569,2.7489, ["')T g, COMM COMM 3.1416,3.3866,3.6052,3.7851,3.9270,4.1409, 4 . 2 4 8 7,5.10 51, 5. 4 97 8,5. 8 9 0 5. 6 . 2 8 3 2, END COMM WH 0.75,0.725,0.700,0.750,0.800,0.900,1,0,1.300, COMM 1.1316,1,0650,0.9053,0.6905,0.5000,0.2187,
'COMM 0.1157,-0.50,-0.25,0.10,0.75,END 4 COMM ENDP ENDD
'ARRY DATA #
ENDD i VAB1 DATA J ENDD VAB2 DATA ! C.................... ..................... ........ .... ! C. . . CALCULATE K FOR NCE # 31 USING DATA FROM IDEL'CHIK J C... DIAGRAM 7-21 j IF (G31/G29 .GT. 0.8) THEN : ;" .H~
^S
'AP=0.9 mr rCr
~
ELSE 1' 4
~AP=1.0 '
ENDIF ; K31 - AP * ( 1+ (G31/G2 9) *
- 2. 0 )
K31 = K31 * ( G29 / G31 ) ** 2.0 C. . .... . .. . . .. . C... CALC *' LATE K FOR NCE # 37 USING DATA FROM IDEL'CHIK C. . DIAGRAM 7-21 IF (G37/G36 .GT. 0.8) THEN AP=0.9 ELSE AP=1.0 ENE F K37 = AF * (0.34 +'(G37/G36)**2.; K37 = K37
- 4 G36 G37 F** 2.0 Page 4
i .t 1 l 1 1 Calculation f.496-0007, MUT/BWST Hytran Analysis Attachment 7- . 1 i I C....... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........ I
! A C... CALCULATE K FOR NCE # 59 USING DATA FROM IDEL'CHIK L C. ..' DIAGRAM 7-21, BRANCHLINE ISOLATED IN FINAL RUNS ) C IF (G59/G58 .GT. 0.8) THEN C AP=0.9 i 1 C ELSE 'i C AP-1.0 C END!F '
C K59 - AP * (0.34 + (G59/G58)**2.0 ) ; C K59 = K59 * ( G58 / G59 ) ** 2.0 C......... ................... ............................
~C... CALCULATE K FOR NCE # 63 USING DATA FROM IDEL'CHIK C... DIAGRAM 7-23 IF i ABS (1-G63/G58) .LE. 0.1) THEN K63 = 0.30 ELSE I
K63 = 0.4 * (1 - G63/G58) ** 2.0 K63 = K63 * ( G58 / G63 ) ** 2.0 ENDIF C.................................... .....................
- . C... CALCULATE K FOR NCE # 66 USING DATA FROM IDEL'CHIK C... DIAGRAM 7-7 l QBQC = -(X76 *G76) / (X77*G77)
, K66 = 1.55*0BQC - QBQC**2.0
- IF (K66 .LE. 0.0) K66-0.0 4
K66 = K66 * ( G77 / G66 ) ** 2.0 C.......................................................... , C... CALCULATE K FOR NCE # 76 USING DATA FROM IDEL'CHIK C... DIAGRAM 7-7, CONVERGING TEE BRANCH. ADD VELOCITY HEAD C... TO RUN IF BRANCH K IS LARGE NEGATIVE NUMBER. QBQC = (X76 *G76) / (X77*G77 ) IF (QBQC .LE. 0.0) QBOC=0.0 .( K76=.75 * (1 + QBQC*QBOC/(0.4407*.4407) - 2. 0* (1-QBQC) *
- 2. 0) i K76 = K76 * ( G77 / G76 ) ** 2.0 IF (K76 .LE. -15.0) THEN K76-0.001 K66=K66+1.0 ELSE ENDIF C. .................................. .....................
.) . C... MODEL CHECK VALVE IN MUT-1 DISCHARGE IF (G68 .LE. 0.0) THEN K68-99999999.0 ELSE K68=0.40675 ENDIF C................................. ............. . .. ..... . C... INITIALIZE VARIABLES ' IF:(TIME .LE. TSTP) THEN !
; C. . BLEVA IS LEVEL ABOVE NOZZLE. BLEVI IS INDICATED LEVEL, I
> C. . WHICH IS IN EFFECT ABGVE 119.167' (122'-0" - 34") l BLEVA=41.567 6 BLEVI-44.9
- BGASPR= . 199+14.7 l ULEVA=72.2375/12.0 '
ULEVI=74.9375/12.0 UG AS PR = 12 . C E + 1.12 -14 . 7 j ~ UGASVL-333.556 ! UWATVL-270.083 ) . WATVFR=2.53'5 l ELSE ENCIF
- (~ C. . . . .... . . . . . . .... .
4 - C,.. PRINT RESULTS IN FLCT FILES EVERY 5 SECS l Page 5
r I l Calculation M96-0007, MUT/BWST Hytran Analysis Attachment 7 1 IF (ISTA.NE.1) RETURN l O I XCOUNT= TIME-COUNT l k.j IF (XCOUNT.GE.5.0) THEN j WRITE ( 21,2 0 ) TIME , BLEVA, B LEVI , K76, G76, K6 6, G6 6 l 20 FORMAT (7F10.4) WRITE (22,30) TIME,P200,G67,ULEVA,ULEVI,USASPR,L4ATVL,P73 30 FORMAT (8F10.4) COUNT TIME i l l ELSE I ENDIF C...... .... ... .. ..... ... .. ..... . .. ..... ... .. C. CALCULATE CHANGE IN WATER LEVELS, ETC.. l IN BWST AND MUT IF (TIME .GT. TSTP) THEN C. . BWST LEVELS AND PRESSURES. THIS MODELS ONLY TO THE NOZZLE. BDVOL=Gl*X1*TSTP*(-1.0) BDLEV=BDVOL/1256.64 BLEVA=BLEVA+BDLEV BLEVI=BLEVI+BDLEV P100=BGASPR+(BLEVA*61.9192/144.0) C.. MUT-1 LEVELS AND PRESSURES UDVOL=G67*X67*TSTP*(-1.0) UWATVL-UWATVL+UDVOL UGASVL=UGASVL-UDVOL C. IF LEVEL IS INSIDE PIPE BELOW LONG HORIZONTAL RUN IF (UWATVL .GT.(-9.1) .AND. UWATVL .LE.(-8.912)) THEN ULEVA=(-15.085)+(UWATVL+8.9121/X67 ULEVI=0.0 ELSE ENDIF C... IF LEVEL IS INSIDE PIPE IN LONG HORIZONTAL RUN IF (UWATVL .GT.(-8.912) .AND. UWATVL ,LE.(-1.304)) THEN ULEVA= ( - 14 74 9 ) + ( UWATVL + 1. 3 04 ) /2 2 . 6 76 6 ('~}j g ULEVI=0.0
ELSE ENDIF C. .
IF LEVEL IS INSIDE PIPE ABOVE LONG HORIZONTAL RUN IF (UWATVL .GT. (-1.304) .AND. UWATVL .LE. 0.0) THEN ULEVA=UWATVL/X67 ULEVI=0.0 ELSE ENDIF C. . IF LEVEL IS JUST ABOVE PIPE NOZZLE AND BELOW NUCKLE IF ((UWATVL .GT. 0.0) .AND. (UWATVL .LE. 21.750)i THEN ULEVA=((UWATVL*1728)**.507)/17.689/12.0 ULEVI=0.0 ELSE ENDIF C... IF LEVEL IS IN KNUCKLE REGION IF (UWATVL . GT . 21. 75 0 . AND . UWATVL . LE . ( 21. 75 0 + 19 . 72 9 ) ) THEN ULEVA=(11.7897+((UWATVL-21.750)*1728)**.962/4581.874)/12.0 ULEVI=0.0 ELSE ENDIF C. IF LEVEL IS IN STRAIGHT FLANGE REGION IF IUWAT/L.GT.41.479 . A'!D . "J4ATVL.LE.' 41.479+6 755)) THEN L" EVA= ! 11. 7 8 9 7 + 4 . 9 96 8 ) c ; 2 . + WAT/L- 41. 4 7 9.i / 4 9. 0 9 4 3 ULEVI=0.0 ELSE END:F C. IF LEVEL IS IN SHELL CY'. N::ER REGION IF ""4A7VL .GT. 4B.234i THES
,,. x U'.EVA= 11.7697+4.9966+1.651 le.v- v..n. /L - 4 s . 2 3 4 .49.4932 1
ULEVI =ULEVA+ ( 2 . 7 - 19. 9 3 7 5 i /12 . : [V) IF LULEV! .LT :.C) ULEV: = ' C Page 6 l
Celculation M96-0007, MUT/BWST Hytran Analysis Attachmant 7 C... MU LEV INDICATED IS ACTUALLY ONLY TRUE DOWN TO A LEVEL OF 19.9375" O C... ABOVE THE TANK BOTTOM,.BELOW THIS LEVEL THE INSTRUMENT WILL NOT C... ACTUALLY OPERATE. ELSE ENDIF C... ADJUST PRESSURE BOUNDARY CCNDITION FOR MUT-1 UGASPR=((12.08+1.12+14.7-WATVPR)*333.586/UGASVL)+WATVFR P200=UGASPR+(ULEVA*61.9192/144.0) ELSE ENDIF C PUMP MUP-1C IS NOT OPERATING AT ALL IN THE FINAL ANALYSIS C... SHUT OFF MUP-1C WHEN MUT-1 LEVEL REACHES 0" INDICATED C IF (ULEVI .LE. 0.0) THEN C G62-0.0 C K62-0.0 C ELSE C ENDIF C REDUCE DH AND BS FLOW PRIOR TO COMPLETION OF SWAPOVER IF (BLEVI .LE. 15.0) THEN G30-8,58862 K30=8.58862 ELSE ENDIF C.,. ADJUST TIME END TO JUST AFTER BWST REACHES 7 FEET IF ((BLEVI .LE. 7. 0) . AND . (BLEVI .GE. 6 9)) TEND = TIME +0.1 IF (ULEVA .LE. (-16.164)) TEND = TIME +0.1 ENDD VAB3 DATA ENDD USER DATA' ENDD ENDD I i O Page 7
~ - . - - . . - - . _ _ -
Calculation M96-0007, MUT/BWST Hytran Analysis Attachment 8 This Attachment contains the output file for one time step close to the end of the transient.
! l HYTN41 REV 0 GILBERT / COMMONWEALTH INC. 1989 M
TIME = 4155.2030 "* i
" NODE = 1( 2): P= 16.2037 T= 100.0000 D= 61.9192 QM .0000 QMHs .0000 QV= .00 Us .0000 TE= .0000 j VOL= 1.4459 CS=4881.3190 VP .0000 ;
NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY TO-FROM XK 1 .5865E+03 9.892 1 100 .4014E 01 2 .5863E+03 9.888 2 1 .4014E 01
" NOD E s 2( 2): P= 16.1781 T= 100.0000 D= 61.9192 QM .0000 QMH= .0000 QVs .00 Um .0000 TE .0000 VOL= 1.4459 CS=4881.3170 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY To-FROM XK 2 .5863E+03 9.888 2 1 .4014E-01 3 .5864E+03 9.890 3 2 .4014E 01
**N00E= 3( 2): P= 16.1520 T= 100.0000 D= 61.9192 QMa .0000 QMH= .0000 QVs .00 Us .0000 TE: .0000 VOL= 1.4459 CS=4881.3160 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY To-FROM XK 3 .5864E+03 9.890 3 2 4014E 01
" NOD E = 4( 2): P= 16.1257 = 0.0000 b 61.9192 QM= 0 QMHz .0000 QVs .00 U= .0000 TEs .0000 VOL= 1.4459 CS=4881.3140 VP .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY To FROM XK l 4 .5865E+03 9.893 4 3 .4014E-01 5 .5865E+03 9.893 5 4 .4014E-01
" NOD E = 5( 2): P= 16.0996 T= 100.0000 D= 61.9192 QM= .0000 QMH= .0000 QV= .00 U= .0000 TE .0000 VOL= 1.4459 CS=4881.3130 VP= .0000 NCES INFORMATION : BRANCH No. MASSFLOW RATE VELOCITY To FROM XK 5 .5865E+03 9.893 5 4 .4014E-01 6 .5866E+03 9.895 6 5 4014E-01
" NOD E = 6( 2): P= 16.0734 T= 100.0000 D= 61.9192 QM= .0000 QMHz .0000 QV= .00 Us .0000 TE= .0000 VOL= 1.4459 CS=4881.3120 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY To-FROM XK 6 .5866E+03 9.895 6 5 .4014E-01 7 .5866E+03 9.895 7 6 .4014E*01
" NODE = 7( 2): P= 16.0473 T= 100.0000 D= 61.9192 QM .0000 QMH= .0000 QVs .00 Us .0000 TE .0000 VOL= 1.4459 CS=4881.3100 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY T0-FROM XK 7 .5866E+03 9.895 7 6 .4014E-01 8 .5868E+03 9.897 8 7 4014E 01
**N00E= 8( 2): P= 16.0210 T= 100.0000 D= 61.9192 QM= .0000 QMHz .0000 QV= .00 U= .0000 TE .0000 "'
VOL= 1.4459 CS=4881.3090 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY To-FROM XK 8 .5868E+03 9.897 8 7 .4014E-01 9 .5868E+03 9.897 9 8 4014E-01
**N00E= 9( 2): P= 15.9948 T= 100.0000 D 61.9192 Qu .0000 QMM= .0000 QV= .00 U= .0000 TEs .0000 VOL= 1.4459 CS=4881.3070 VP= .0000 NCES INFORMATION ERANCH NO. MASSFLOW RATE VELOCITY TO FROM XK 9 .5868E+03 9.897 9 8 .4014E-01 10 .5869E+03 9.893 1C 9 4014E-01 "NOCE: 10( 2): P= 15.9686 T= 100.0000 D= 61.9192 cus .0000 cme = .0000 QV= .00 L: .;:00 TE: .0000 VOL= 1.4459 CS=4881.3060 VP: .0000 NCES INFORMATION . ERANCH No. MASSFLOW RATE VELOCITY To-FROM XK 10 .5869E+03 9.898 10 9 4014E-01 n
( j) (
"N00E s 11( 2): P=
Cu*= 11 .5869E+03 15.9423 T= 100.0000 0*
.0000 cv= .00 9.899 U=
11 10 61.9192 cus
.0:00 TEs 4014E 01
.0000
.000C Page 1
Calculation M96-0007, MUT/BWST Hytran Analysis Attachm: int 8 l VOL= 1.4459 CS=4881.3040 VP= .0000 f\/ i NCES INFORMATION : BRANCH NO. 11 MAS $ FLOW RATE VELOCITY T0 FROM
.5869E+03 9.899 11 10 XK 4014E 01 V 12 .5870E+03 9.900 12 11 .4014E 01
" NOD E s 12( 2): P= 15.9160 Ta 100.0000 0= 61.9192 QMs .0000 QMHz .0000 QVs .00 Us .0000 TE: .0000 VOL= 1.4459 CS=4881.3030 VP= .0000 NCES INFORMATION : BRANCH NO. NASSFLOW RATE VELOCITY To FROM XK 12 .5870E+03 9.900 12 11 4014E 01 13 .5870E+03 9.901 13 12 4014E-01
** NODES 13( 2): P= 15.8897 T= 100.0000 D 61.9192 QMs .000D QMHz .0000 QV= .00 U= .0000 TE= .0000 VOL= 1.4459 CS=4881.3010 VP= .0000
[ NCES INFORMATION : BRANCH NO. MAS $ FLOW RATE VELOCITY To FROM XK ! 13 .5870E +03 9.901 13 12 4014E 01 l 14 .5871E+03 9.902 14 13 .4014E 01 l
**N00Es 14( 2): P= 15.8635 T= 100.0000 D 61.9192 QMs .0000 QMHz .0000 QVs .00 Um .0000 TE .0000 l VOL= 1.4459 CS=4881.3000 VP= .0000
( NCES INFORMATION BRANCH No. MASSFLOW RATE VELOCITY T0-FROM XK i 14 .5871E+03 9.902 14 13 4014E 01 l 15 .5871E+03 9.902 15 14 .1800E-02 i ** NODE 15( 2): P= 30.2569 T= 100.0000 D= 61.9192 iM3 .0000 l QMHz .0000 QVs .00 U= .0000 TE= .0000 l VOL= 1.4459 CS=4882.1070 VP= .0000 ! NCES INFORMATION . BRANCH NO. MASSFLOW RATE VELOCITY TO-FROM XK 15 .5871E+03 9.902 15 14 .1800E 02 16 .5872E+03 9.904 16 15 .4014E 01
" N00 E = 16( 2): P= 30.2305 T= 100.0000 D= 61.9192 QMs .0000 QMH= .0000 QV= .00 U= 0000 TE= .0000 VOL= 1.4459 CS=4882.1050 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY To-FROM XK 16 .5872E+03 9.904 16 15 .4014E-01 17 .5872E+03 9.904 17 16 .4014E 01
~
"NJO E s 17( 2): P= 30.2043 T= 100.0000 Ds 61.9192 QM= .0000 QMHz .0000 Qvs .00 U .0000 TE: .0000 ,
O' V0L= 1.4459 CS=4882.1040 VP= .0000 l NCES INFORMATION t BRANCH NO. MASSFLOW RATE VELOCITY T0 FROM XK 17 .5872E+03 9.904 17 16 4014E-01 . 18 .5873E+03 9.906 18 17 .4014E-01 l
**N00E= 18( 2): P= 30.1779 Tm 100.0000 De 61.9192 QMs .0000 QMHz .0000 Qvs .00 Um .0000 TE= .0000 VOL= 1.4459 CS=4882.1030 VP= .0000 l
NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY T0 FROM XK l 18 .5873E+03 9.906 18 17 .4014E 01 19 .5874E+03 9.907 19 18 .4014E-01
** NODES 19( 2): P= 30.1516 T= 100.0000 D= 61.9192 QM= .0000 QMHz .0000 Qvs .00 U= .0000 TE .0000 VOL= 1.4459 CS=4882.1010 VP= .0000 l NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY TO FROM XK l 19 .5874E+03 9.907 19 18 4014E 01 l 20 .5874E+03 9.908 20 19 4014E 01 I "N00E= 20( 23: P= 30.1253 T= 100.0000 D= 61.9192 QM= .0000 g QMH= .0000 QV= .00 U= .0000 TE= .0000 $
i VOL= 1.4459 CS=4882.1000 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY TO-FROM XK 20 .5874E+03 9.908 20 19 4014E 01 i . 21 .5875E+03 9.909 21 20 4014E-01 l ** NODES 21( 2): P= 30.0990 T= 100.0000 D 61.9192 QMs .0000 l QMHz .0000 Qva .00 Us .0000 TE .0000 l VOL= 1.4459 CS=4882.0980 VP= .0000 l NCES INFORMATION 4 BRANCH NO. MASSFLOW RATE VELOCITY 70-FROM XK 21 .5875E +03 9.909 21 20 .4014E 01 22 .5876E+03 9.911 22 21 4014E-01 "NOCE 22( 2): P= 33.0726 T= 100.0000 03 61.9192 cw= .0000 CMM= .0000 ovs .00 U= .0000 TE .0000 l VOL= 1.4459 CS=4882.0970 VP= .0000 NCES INFORMATION BRANCH No. WASSFLOW RATE VELOCITY 70 FROM XK
) 22 .5876E+03 9.911 22 21 .4014E-01
, Aj 23 .5876E+03 9.912 23 22 4014E 01
**NGOEs 23( 2): P= 30.0463 T= 100.0000 0= 61.9192 cms .0000 Page 2 1
a 4
- m. m_,_ e :a a...
Calculation MC6-0007, MUT/BWST Hytran Analysis Attachment 8 QMH= .0000 QVs .00 Us 0000 TE= .0000 O VOL= 1.4459 CS=4882.0950 VP= .0000 NCES INFORMAfl0N : BRANCH NO. MASSFLOW RATE VELOCITY To-FROM XK 23 .5876E+03 9.912 23 22 4014E 01 24 .5877E+03 9.913 24 23 4014E-01
**N00E = 24( /): P= 30.0199 T= 100.0000 0= 61.9.92 oM= .0000 DMHz .0000 QV= .00 Us .0000 TE= .0000 VOL= 1.4459 CS=4882.0940 VP= .0000 NCE5 INFORMAh0N : BRANCH NO. MAS $ FLOW RATE VELOCITY TO-FROM XK 24 .5877E+03 9.913 24 23 .4014E 01 25 .587BE+03 9.914 25 24 .4014E 01
**N00E= 25( 2): P= 2" f 36 T= 100.0000 0= 61.9192 QM= .0000 QMHz .0000 QV= .00 U= .0000 TE= .0000 VOL= 1.4459 CS=4882.0920 VP= .0000 NCES INFORMATION . BRANCH No. MASSFLOW RATE VELOCITY 70-FROM XK 25 .5878E+03 9.914 25 24 .4014E-01 26 .587BE+03 9.915 26 25 .4014E 01
**N00E= 26( 2): P= 29.9672 T= 100.0000 0= 61.9192 QMs .0000 QMH= .0000 QV= .00 U= .0000 TE= .0000 VOL= 1.4459 CS=4882.0910 VP= .0000 WCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY To FROM XK 26 .587BE+03 9.915 26 25 .4014E 01 27 .5879E+03 9.916 27 26 4014E 01
**N00E= 27( 2): P= 29.9409 T= 100.0000 0= 61.9192 QMs .0000 QMHz .0000 QV= .00 Us .0000 TE= .0000 VOL= 1.4459 CS=4882.0890 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY T0-FROM XK 27 .5879E+03 9.916 27 26 4014E 01 2
28 .5880E+03 9.917 28 27 .4014E 01
** NODES 28( 2): P= 29.9145 T= 100.0000 0= 61.9192 QM= .0000 QMH= .0000 QVs .00 U= .0000 TE= .0000 VOL= 1.4459 CS=4882.0880 VP= .0000 1 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY To-FROM XK 28 .5880E+03 9.917 28 27 4014E-01
! c 29 .5881E+03 9.919 29 28 .4014E 01 ( ** NODE = 29( 3): P= 29.8881 T= -100.0000 0= 61.9192 oM= .0000 OMHz .0000 QV .00 Us .0000 TE= .0000 VOL= 1.4459 CS=4882.0860 VP= .0000 4 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY T0 FROM XK 29 .5881E+03 9.919 29 28 4014E-01 a 30 .5092E+03 8.589 997 29 .8589E+01 1 31 .7883E+02 6.347 30 29 .3442E+01 l'
** NODES 30( 23: P= 28.9623 T= 100.0000 Da 61.9192 QMs .0000 QMHz .0000 QV= .00 U= .0000 TE= .0000 i VOL= 1.3871 CS=4882.0340 VP= .0000 1 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY T0 FROM XK j 31 .7883E+02 6.347 30 29 .3442E+01 32 .7885E+02 6.348 31 30 .45388*00
**N00E= 31( 2): P= 28.8402 T= 100.0000 0= 61.9192 oM= .0000 QMHz .0000 cus .00 U= .0000 TE: .0000 VOL= 1.3871 1.$~4882.0270 VP= .0000 NCES INFORMATION : C&'NCH NO. MAi't.JW RATE VELOCITY To-FROH XK 32 72J5E+02 6.348 31 30 4538E+00 33 .7886E+C2 6.349 32 31 4538E+00
**N00E= 32( 2): P= 28.7181 T= 100.0000 0= 61.9192 cms .0000 QMHz .0000 QVs .00 Us .0000 TE= .0000 VOL= 1.3871 CS=4882.0210 VP= .0000 NCES lhFORMATION : BRANCH NO. MAS $ FLOW RATE VELOCITY To FROM XK 33 7886E+02 6.349 32 31 4538E+00 l
** NODES 33( 2): P= 24.234b 0.0000 5 61 192 QM 00 0 QMHz 0000 CVs .00 U= .0000 TE .0000 VOL= 1.3871 CS=4B81.7690 VP= .0000 ,
hCES lhFORMATION : ERANCH NO. NASSFLOW RATE VELOCITY 70 FROM XK i 34 .7886E+02 6.349 33 32 .1800E-02 l 35 .7887i+02 6.350 34 33 .4538E+00
**h00E= 34C 2): P= 24.1118 T= 100.0000 0= 61.9192 cus .0000 QMHz .0000 CVs .00 Us .0000 TE .0000
'1 VOL= 1.3871 CS=4881.7620 VP .0000 g / hCES INFORMATION : BRANCH No. MASSFLOW RATE VELOCITY To FROM 35 7887E+02 6.350 34 33 XK
.4538E+00 j I
Page 3 !
Ca!:u'ation M96-0007, MUT/BWST Hytran Analysis Attachm:nt 8 l 36 .7889E+02 6.351 35 34 4538E+00 I
/~~'h ** NODE = 35( 2): P= 23.9896 T= 100.0000 D= 61.9192 oms .0000
( _ ,/ OMH= .0000 QV= .00 U= .0000 TEs .0000 VOL= 1.3871 CS=4881. 7550 VP= .0000 NCES INFORMATION : ERANCH NO. MASSFLOW RATE VELOCITY To FROM xK l 36 .7889E+02 6.351 35 34 4538E+00 37 .7890E+02 6.352 36 35 .1206E+01
** NODES 36( 2): P= 23.6647 T= 100.0000 Di 61.9192 OM= .0000 i QMHz .0000 QV= .00 U= .0000 TE= .0000 i VOL= 1.2305 CS=4881.7370 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY TO FROM XK 37 .7890E+02 6.352 36 35 .1206E+01 38 .7891E+02 6.353 37 36 '.9450E 01
**N00E= 37( 2): P= 23.6393 T= 100.0000 D= 61.9192 ons .0000 QMH= .0000 ovs .00 U= .0000 TE= .0000 VOL= 1.2305 CS=4881.7360 VP= .0000 NCES INFORMATION : BRANCH No. MASSFLOW RATE VELOCITY T0 FROM XK 38 .7891E+02 6.353 37 36 -.9450E-01 39 .7893E+02 6.355 38 37 .9450E-01
** NODES 38( 2): P= 23.6138 T= 100.0000 D= 61.9192 oMa .0000 QMH= .0000 QV= .00 U= .0000 TE= .0000 VOL= 1.2305 CS=4881.7340 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY To-FROM XK 39 .7893E+02 6.355 38 37 .9450E 01 40 .7894E+02 6.356 39 38 .9450E 01
** NODES 39( 2): P= 23.5883 T= 100.0000 0= 61.9192 QM= .0000 DMH= .0000 ovs .00 U= .0000 TE= .0000 VOL= 1.2305 CS=4881.7330 VP= .0000 NCES INFORMATION : BRANCH NO. MAS $ FLOW RATE VELOCITY TO-FROM XK 40 .7894E+02 6.356 39 38 .9450E-01 41 .7896E+02 6.357 40 39 .945DE-01
**WODE= 40( 2): P= 23.5628 T= 100.0000 D= 61.9192 QMs .0000 i oMH= .0000 ovs .00 U= .0000 TE= .0000 '
VOL= 1.2305 CS=4881. 7310 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY To-FROM XK O ** NODE = 41( 2): P= 41 42 23.5373
.7896E+02
.7897E+02 T= 100.0000 0 6.357 40 39 6.358 41 40 61.9192 QMs
.9450E-01
.9450E 01
.0000 ,
QMHz .0000 ovs .00 Um .0000 TEs .0000 VOL= 1.2305 CS=4881.7300 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY T0-FROM XK 42 .7897E+02 6.358 41 40 .9450E 01 43 .7899E+02 6.359 42 41 .9450E 01
** NODES 42( 2): P= 23.5118 T= 100.0000 D= 61.9192 QM= .0000 QMH= .0000 QV= .00 U= .0000 TE= .0000 VOL= 1.2305 CS=4881.7290 VPs .0000 NCES INFORMATION : BRANCH kO. MAS $ FLOW RATE VELOCITY 10-FinM XK 43 .7899E+02 6.359 42 41 .9450E-01 44 .7900E+02 6.360 43 42 945DE 01
**N00E= 43( 2): P= 23.4863 T= 100.0000 Da 61.9192 QM3 .0000 DMH= .0000 ovs .00 U= .0000 TE .0000 VOL= 1.2305 CS=4881.7280 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY To-FROM XK 44 ,7900E+02 6.360 43 42 9450E 01 45 .7902E+02 6.362 44 43 .9450E-01
** NODE = 44( 2): P= 23.4608 T= 100.0000 D= 61.9192 QM= .0000 DMH= .0000 ov= .00 Us .0000 TEs .0000 VOL= 1.2305 CS=4881.7260 VP= .0000 NCES INFORMAT!DN ? BRANCH NO. MAS $ FLOW RATE VELOCITY To FROM XK 45 .7902E+02 6.362 44 43 9450E-01 46 .7903E+02 6.363 45 44 .9450E 01
** NODES 45( 2): P= 23.4352 T= 100.0000 0= 61.9192 cM= .0000 CwHe .0000 cvs .00 U= .0000 TE= .0000 VOL= 1.2305 CS=4881.7250 VP= .0000 hCES 1hFORMATION BRANCH NO. MASSFLOW RATE VELOCITY TO-FROM XK 46 .7903E+02 6.363 45 44 9450E-01 47 .7905E+02 6.3 64 46 45 .9450E-01
.- ** NODE = 46( 2): P= 23.4097 T= 100.0000 Da 61.9192 QM= .0000 CMHz .0000 ovs .00 Us .0000 TE: .0000
[g VOL= 1.2305 CS=4B81.7230 VP= .0000 NCES lhFCEMATION . ERANCH No. MASSFLOW RATE VELOCITY To FROM xK Page 4
i i Calculation M96-0007, MUT/BWST Hytran Analysis Attachment 8 47 .7905E+02 6.364 46 45 .9450E 01 48 . .7904E+02 6.363 47 46 . 1800E 02
" NODE s 47( 2): P= '18.6532 in 100.0000 D 61.9192 QMs .0000 QMHz .0000 QV= .00 Us .0000 TE: .0000 VOL= 1.2305 CS=4881.4570 VP= .0000 ]
NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY TO FROM XK- i 48 .7904E+02 6.363 47 46 1800E 02 I l 49 .7906E+02 6.365 48 47 .9450EiO1 I
" N00 E = 48( 2): P= 18.6276 T= 100.0000 D= 61.9192 QMs .0000 1 QMHz .0000 ovs .00 U= .0000 TE= .0000 l VOL= 1.2305 CS=4881.4550 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY To FROM XK 49 .7906E+02 6.365 - 48 47 .9450E-01 50- .7908E+02 6.366 49 48 .9450E-01
** NODE 49( 2): P= 18.6020 T= 100.0000 D= 61.9192 QM= .0000 QMH= .0000 QV= .00 Us .0000 TE: .0000 VOL= 1.2305 CS=4881.4540 VP= .0000 NCES INFORMAfl0N : BRANCH NO. NAS$ FLOW RATE VELOCITY To FROM XK
. 50 .7908E+02 6.366 49 48 .9450E-01 51 .7909E+02 . 6.367 50 49 .9450E-01
**N00E= 50( 2): P= 18.5765 T= 100.0000 Os 61.9192 eM= .0000 QMH= .0000 ovs .00 U= .0000 TE= .0000 l VOL=- 1.2305 CS=4881.4520 VP= .0000 I
- NCES INFORMATION
- BRANCH NO. MASSFLOW RATE VELOCITY 70-FROM XK 51~ .7909E+02 6.367 50 49 .9450E 01 52 .7910E+02 6.369 51 50 .9450E 01
** NODES 51( 2): P= 18.5508 T= - 100.0000 D 61.9192 QM= .0000 QMHz .0000 CVs .00 Us .0000 TE= .0000
.VOL . 1.2305 CS=4881.4510 VP= .0000 NCES INFORMATION BRANCH NO. MASSFLOW RATE VELOCITY To-FROM XK 52 .7910E+02 6.369 51 50 .9450E 01 53 .7912E+02 6.370 52 51 .9450E 01
**WODE= 52( 2): P= 18.5152 T= 100.0000 D= 61.9192 QMs .0000 QMH= .0000 QV= .00 Us .0000 TE= .0000
, VOL= 1.2305 CS=4881.4490 VPr .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VEtIQ N TO-FROM XK 53 .7912E+02 6.370 52 51 .9450E 01 54 .7913E+02 6.371 53 52 .9450E 01
** NODE = 53( 2): P= 18.4996 T= 100.0000 D= 61.9192 QM= .0000 i OMH= .0000 QVs .00 U= .0000 TE= .0000 )
VOL= 1.2305 CS=4881.4480 VP= .0000 l NCES INFORMATION : BRANCH No. MASSFLOW RATE VELOCITY TO FROM XK 54 .7913E+02 6.371 53 52 .9450E-01
%5 .7915E+02 6.372 54 53 .9450E-01
** NODE = 54( 2): Ps 18.4740 T= 100.0000 D: 61.9192 QM= .0000 i Qes .0000 QV= .00 Us .0000 TE= .0000- I VOLE 1.2305 CS=4881.4460 VP= .0000 i NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY 70 FROM XK j 55 .7915E+02 6.3 72 54 53 .9450E-01 !
56 .7916E+02 6.373 55 54 .9450E-01
** NODES 55( 2): P= 18.4484 T= 100.0000 D= 61.9192 QM= .0000 l QMH z - 0000 QV= .00 U= .0000 TE= .0000 VOL= 1.2305 CS=4881.4450 VP= .0000 ;
NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY To FROM XK 56 .7916E+02 6.373 55 54 .9450E 01 57 .7918E+02 6.374 56 55 9450E-01
" NOD E = 56( 2): P= 18.4228 T= 100.0000 D= 61.9192 QM= .0000 l, QMH= .0000 QV= .00 Un .0000 TE .0000 l
VOL= 1.2305 CS=4881.4430 VP= .0000 NCES INFORMATION 4 BRANCH NO. MASSFLOW RATE VELOCITY T0-FROM XK 57 7918E+02 6.374 56 55 .9450E-01 58 .7919E+02 6.3 75 57 56 .9450E 01 "NOC E = 57( 2): P= 18.3971 T= 100.0000 D: 61.9192 Cw= .0000 QMH= .0000 cvs .00 U= .0000 TE .0000 VOL= 1.2305 CS=4881.4420 VP= .0000 l NCES INFORMATION BRANCH NO. MASSFLOW RATE VELOCITY 70 FROM XK 58 .7919E+02 6.3 75 57 56 .9450E 01 63 7920E+02 6.377 61 57 .3000E+00
" NOCE = 61( 2): P= 18.3157 T= 100.0000 D= 61.9192 QM .0000 QMH= .0000 CV .00 Us .0000 TEs .0000 VOL= .9989 CS=4881.4380 VP= 0000
~ Page 5 p+4- --e- .y 7 -- w
Calculation M96-0007, MUT/BWST Hytran Analysis Attachment 8 NCES INFORMAfl0N : BRANCH NO. MASSFLOW RATE VELOCITY 70-FROM MK ('s ,,/\ 63 64
.7920E+02
.7922E+02 6.3 77 61 57 6.378 62 61
.3000E+00
.2400E+00 s
**NonE= 62( 2): P= 18.2505 T= 100.0000 D= 61.9192 DM= .0000 DMHs .0000 QV .00 U= .0000 TE .0000 VOL= 9989 CS=4B81.4340 VP .0000 NCES IN10PMATION BRANCH NO. MASSFLOW RATE VELOCITY 70 FROM XK 64 .7922E+02 6.378 62 61 .2400E+00 65 .7921E+02 6.3 77 63 62 1800E-02
. **N3 des 63( 2): Pa 18.1173 T= 100.0000 D= 61.9192 QM= .0000 QMHs .0000 QVs .00 U= .0000 TEs .0000 VOL= .9989 CS=4881.4260 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY T0-FROM XK 65 .7921E+02 6.377 63 62 .1800E-02 66 .7923E+02 6.379 73 63 .1002E+01 , ** NODES 64( 2): P= 10.7861 Ta 100.0000 D= 61.9192 QM= .0000 QMHz .0000 QV= .00 Um .0000 TE .0000 VOL= 1.0025 CS=4881.0150 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY T0 FROM XK 67 .4210E-01 .008 64 200 .4067E+00 68 .4917E-01 .009 65 64 .4067E+00
**N00E= 65( 2): P= 10.7861 T= 100.0000 D= 61.9192 QM= .0000 QMH= .0000 QVs .00 U= .0000 TE= .0000
. VOL= 1.0025 CS=4881.0150 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOC!TY TO FROM XK 68 .4917E 01 .009 65 64 .4067E+00 69 . .5705E-01 .010 66 65 .4067E+00
** NODES 66( 2): P= 10.7861 T= 100.0000 D= 61.9192 QM= .0000 QMHz .0000 QVs .00 U= .0000 TE .0000 VOL= 1.0025 CS=4881.0150 VP= .0000 NCES INFORMATION : BRANCH NO. MAS $ FLOW RATE VELOCITY To-FROM XK 69 .5705E-01 .010 66 65 4067E+00 70 .6476E-01 .012 67 66 .4067E+00
**N00E= 67( 2): P= 10.7861 T= 130.0000 D= 61.9192 QM= .0000 f*5g QMH= .0000 QVs .00 U= .0000 TE .0000 i & VOL= 1.0025 CS=4881.0150 VP= .0000 NCES INFORMATION : BRANCH NO. MAS $ FLOW RATE VELOCITY To FROM XK 70 .6476E-01 .012 67 66 .4067E+00 71 .6155E 01 .011 68 67 .1800E 02
**N00Es 68( 2): P= 17.B451 T= 100.0000 D= 61.9192 QM= .0000 .
QMHz .0000 QV= .00 Us .0000 TE= .0000 A VOL= 1.0025 CS=4881.4110 VP= .0000 NCES INFORMATION . BRANCH NO. MAS $ FLOW RATE VELOCITY TO FROM XK 71 .6155E 01 .011 68 67 .1800E-02 '
- 72 .7080E-01 .013 69 68 .4067E+00
** NODES 69( 2): P= 17.8451 T= 100.0000 D= 61.9192 QMs .0000 QMH= .0000 QV= .00 Us .0000 TE= .0000 VOL= 1.0025 CS=4881.4110 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY 70 FROM xK 72 7080E 01 .013 69 68 .4067E+00 73 .7729E 01 .014 70 69 406TE+00 4 **N00E= 70( 2): P= 17.8451 T= 100.0000 D= 61.9192 oMa .0000 QMH= .0000 QV= .00 Us .0000 TE= .0000 m
. . . VOL= 1.0025 CS=4881.4110 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY To-FROM XK 73 .7729E-01 .014 70 69 .406TE+00 74 .8386E ri .015 71 70 .4067E+00
**N00E= 71( 2): P= 17.8451 T= 100.0000 D= 61.9192 Cu= .0000 QMn= .0000 ove .00 U= .0000 TE .0000 VOL= 1.0C25 CS=4881.4110 VP= .0000 NCES INFORMATION : BRANCH h0. MASSFLOW RATE VELOCITY TO.FROM xK 74 .8386E 01 .015 71 70 4067E+00 75 9036E-01 .017 72 71 4067E+00
**h0CE= 72( 2): P= 17.8451 T= 100.0000 0= 61.9192 Cwm .0000 CMM= .0000 cvs .00 U= .C000 TE= .0000 VOL= 1.0025 CS=4881.4110 VP= .0000 NCES INFORMATION BRANCH NO. MASSFLOW RATE VELOCITY T0 FROM XK 75 .9036E 01 .017 72 71 .4067E+00 76 .9694E-01 .018 73 72 .1000E 02
( **N00Es 73( 3): P= 17.8451 T= 100.0000 0:
.00 Um 61.0192 Cw:
.0"00 TE:
.0000
.C000 GwHz .0000 QV=
Page 6
1 Calculation M%-0007, MUT/BWST Hytran Analysis Attachment 8 l l VOL= 1.2080 CS=4881.4110 VP= .0000 l [h NCES IdFORMATION : BRANCH NO. 66 MAS $ FLOW RATE VELOClif TO FROM 6.379 XK 5 i (~ .7923E+02 73 63 1002E+01 1 76 .9694E 01 .018 73 72 .1000E 02 ! 77 .7933E+02 6.387 74 73 . 35?.1E +01
**N00E= 74( 21: P= 16.8834 T= 100.0000 De 61.9192 QM= .0000 QMH= .0000 QV= .00 Us .0000 TE: .0000 VOL= 1.2080 CS=4881.3570 VP= .0000 NCES INFORMATION BRANCH NO. NASSFLOW RATE VELOCITY 10 FROM XK !
77 .7933E+02 6.387 74 73 .3531E+01 78 .7933E+02 6.386 75 74 .1800E 02 j
**N00E= 75( 2); P= 19.8776 T= 100.0000 D= 61.9192 QMs .0000 ;
QMH= .0000 QV= .00 U= .0000 TE= .0000 l VOL= 1.2080 CS=4881.5250 VP= .0000 ' NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY TD-FROM XK 78 .7933E+02 6.386 75 74 .1800E 02 79 .7933E+02 6.386 999 75 .6386E+01
" NODE 100( 1): P= 16.2301 T= 100.0000 D= 61.9192 QMa .0000 QMH= .0000 QV= .00 Us .0000 TEs .0000 VOL= 1.0000 CS=4881.3200 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY T0-FROM XK 1 .5865E+03 9.892 1 100 .4014E-01
** NODE = '200( 1): P= 10.7858 T= 100.0000 Ds 61.9192 QM= .0000 QMH= .0000 QV= .00 U= .0000 TE: .0000 VOL= 1.0000 CS=4881.0150 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY 70-FROM XK 67 .4210E 01 .008 64 200 .4067E+00
" NODE s 997( 1): P= 14.7000 T= 100.0000 D= 61.9192 QMs .0000 QMH= .0000 QV= .00 U= .0000 TE .0000 VOL= -1.0000 CS=4881.2350 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY 70-F80M XK 30 .5092E+03 8.589 997 29 .8589E+01
" NOD E s 999( 1): P= 14.7000 T= 100.0000 D: 61.9192 QMs .0000 QMHz .0000 QV= .00 Us .0000 TE: .0000 f VOL= -1.0000 CS=4881.2350 VP= .0000
; NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY 70-FROM XK 79 .7933E+02 6.386 999 75 .6386E+01
** NODES 400( 0): P= 14.7000 T= 100.0000 D= 61.9192 QM= .0000 QMH= .0000 QVs .00 Us .0000 TE= .0000 VOL= 1.0000 CS=4881.2350 VP= .0000 NCES INFORMATION
- BRANCH NO. MAS $ FLOW RATE VELOCITY To-FROM XK HYTN41 REV 0 GILBERT / COMMONWEALTH INC. 1989 M
-l
~ '
t ( Page 7
Calculation M96-0007, MUT/BWST Hytran Analysis Attachmant 9 5.0002 41.5220 44.8550 .9980 5.6948 1.2339 3.8767 O 10.0002 15.0002 20.0002 41.4759 41.4297 41.3836 44.8089 44.7627 44.7166
.9847
.9675
.9472 5.5252 5.3447 5.1700 1.1640 1.0935 1.0289 3.9515 4.0310 4.1080 25.0002 41.3374 44.6704 .9239 5.0018 .9698 4.1822 30.0002 41.2911 44.6241 .8969 4.8335 .9151 4.2541 35.1002 41.2438 44.5768 .8655 4.6774 .8637 4.3251 40.2001 41,1965 44.5295 .8293 4.5203 .6157 4.3944 45.3000 41.1493 .44.4823 7901 4.3743 .7730 4 4587 50.4000 41.1019 44.4349 7460 4.2331 .7333 4.5209 55.4999 41.0544 44.3874 .6966 4.0961 .6962 4.5813 60.5998 41.0070 44.3400 .6419 3.9644 .6617 4.6394 65.6997 40.9595 44.2925 .5810 3.8367 .6294 4.6957 70.7997 40.9120 44.2450 .5095 3.7060 .5975 4.7533 75.8996 40.8644 44.1974 .4327 3.5839 .5687 4.8071 80.9995 40.8168 44.1498 .3511 3.4699 .5425 4.8573 86.0994 40.7691 44.1021 .2564 3.3539 .5166 4.9085 91.1993 40.7215 44.0545 .1544 .3.2442 .4928 4.9569 96.2993 40.6738 44.0068 .0455 3.1407 .4710 5.0025 101.3992 40.6261 43.9591 .0660 3.0466 .4516 5.0440 106.4991 40.5784 43.9114 .1884 2.9545 .4330 5.0846 111.5990 40.5305 43.8635 .3255 2.8624 .4148 5.1252 116.6990 40.4827 43.8157 .4690 2.7764 .3982 5.1631 121.7989 40.4348 43.7678 .6226 2.6940 .3826 5.1994 126.8988 40.3870 43.7200 .7891 2.6138 .3677 5.2348 131.8990 40.3400 43.6730 .9613 2.5389 .3540 5.2678 136.8993 40.2931 43.6261 -1.1467 2.4666 .3411 5.2997 141.8996 40.2461 43.5791 -1.3432 2.3971 .3288 5.3303 146.8999 40.1989 43.5319 -1.5524 2.3301 .3171 5.3599 151.9002 40.1518 43.4848 -1.7737 2.2659 .3061 5.3882 156.9005 40.1047 43.4377 -2.0050 2.2049 .2958 5.4151 161.9008 40.0576 43.3906 -2.2535 2.1452 .2859 5.4414 O' 166.9012 171.9015 40.0105 39.9634 43.3435 43.2964
-2.5166
-2.7857 2.0876 2.0339
.2764
.2677 5.4668 5.4905 176.9018 39.9163 43.2493 -3.0728 1.9814 .2592 5.5137 181.9021 39.8691 43.2021 -3.3743 1.9309 .2512 5.5359 186.9024 39.8218 43.1548 -3.6893 1.8825 .2436 5.5573 191.9027 39.7745 43.1075 -4.0157 1.8363 .2365 5.5776 196.9030 39.7272 43.0602 -4.3512 1.7926 .2297 5.5969 201.9033 39.6799 43.0129 -4.7141 1.7491 .2231 5.6161 206.9036 39.6326 42.9656 -5.0859 1.7079 .2169 5.6343 211.9039 39.5853 42.9183 -5.4653 1.6690 .2110 5.6515 216.9042 39.5380 42.8710 -5.8512 1.6322 .2056 5.6677 221.9045 39.4907 42.8237 -6.2680 1.5954 .2001 5.6839 226.9048 39.4434 42.7764 -6.6884 1.5609 .1951 5.6992 231.9051 39.3961 42.7291 -7.1229 1.5277 .1902 5.7139 236.9054 39.3488 42.6818 -7.5489. 1.4972 .1859 5.7273 241 9057 39.3015 42.6345 -7.9991. 1.4671 .1815 5.7407 246.9060 39.2541 42.5871 -8.4577. 1.4394 .1774 5.7533 251.9063 39.2067 42.5397 -8.9249 1.4109 .1735 5.7655 256.9066 39.1593 42.4923 -9.3997 1.3647 .1698 5.7771 261.9070 39.1118 42.4448 -9.8833 1.3595 .1663 5.7883 266.9073 39.0643 42.3973 -10.3795 1.3351 .1629 5.7991 271.9076 39.0168 42 3498 -10.8649 1.3126 .1598 5.8091 276.9079 38.9693 42.3023 -11.356: 1.2910 .1568 5.8187 281.9092 35.9218 42.2545 -11.6527 1.2703 .1539 5.8279 2B6.9055 3s.8743 42.2073 -12.354' 1.25:4 .1512 5.9368 291.9056 35.5268 42.159B -12.s41E 1.2321 .~497 5.E450 )
296.9:91 38.7793 42.1123 -13.335E 1.2143 .'4{3
. 5.8530 1 301.9094 35.7316 42.0648 -13.6337 1.19~2 .1439 5.B608 306.9097 35.6843 42.0173 -14.3055 1.;'15 .141e 5,5679 j e
gg -311.9100 3s.6369 41.9699 -14.7905 1 ;.c3 .139E 5.6746 ' 316.9103 36.5893 41.9223 -13.16C3 1.11 H .1473 5.s440 %/ 321.9106 39.5417 41.E747 -12.6362 1.2195 1495 5.8393 i Page 1 ;
Calculation M96-0007, MUT/BWST Hytran Ar.alysis Attachment 9 326.9109 38.4942 41.8272 -14.0785 1.1891 .1430 5.8622 ( 331.9112 38.4465~ 41.7795 -14.1105 1.1878 .1429 5.8595 336.9115 38.3989 41.7319 -13.8701 1.1959 .1439 5.8595 341.9118 38.3512 41.6842 -13.5540 1.2066 .1453 5.8547 346.9121 38.3035 41.6365 -13.7756 1.1991 .1443 5.8581 351.9124 38.2558 41.5888 -14.2436 1.1836 .1422 5.8649 356.9128 38.2081 41.5411 -14.7229 1.1684 .1401 5.8716 361.9131 38.1604 41.4934 .0010 1.1432 1.1368 5.8827 366.9134 38.1128 41.4458 .0010 1.0790 1.1285 5.9039 371.9137 38.0651 41.3981 -14.9626 1.1611 .1392 5.8748 376.9140 38.0174 41.3504 .0010 1.1384 1.1361 5.8846 381.9143 37.9697 41.3027 .0010 1.1400 1.1364 5.8840 386.9146 37.9221 41.2551 .0010 1.0763 1.1279 5.9121 391.9149 37.8746 41.2076 .0010 1.0406 1.1232 5.9278 396.9152 37.8271 41.1601 .0010 1.0295 1.1218 5.9326 401.9155 37.7796 41.1126 .0010 1.0278 1.1216 5.9334 406.9158 37.7321 41.0651 .0010 1.0199 1.1205 5.9369 411.9161 37.6846 41.0176 .0010 1.0102 1.1192 5.9412 416.9164 -37.6371 40.9701 .0010 1.0011 1.1180 5.9452 421.9167 37.5897 40.9227 .0010 .9934 1.1171 5.9486 426.9170 37.5422 40.8752 .0010 .9860 1.1161 5.9518 431.9173 37.4947 40.8277 .0010 .9796 1.1153 5.9546 436.9176 37.4472 40.7802 .0010 .9730 1.1144 5.9576 441.9179 37.3997 40.7327 .0010 .9669 1.1136 5.9602 446.9182 37.3522 40.6852 .0010 .9605 1.1128 5.9631 451.9185 37.3047 40.6377 .0010 .9544 1.1120 5.9658 456.9189 37.2572 40.5902 .0010 .9494 1.1114 5.9680 461 9192 37.2097 40.5427 .0010 .9439 1.1107 5.9704 466.9195 37.1621- 40.4951 0010 .9389 1.1100 5.9726 471.9198 37.1146 40.4476 .0010 .9346 1.1095 5.9745 476.9201 37.0670 40.4000. .0010 .9305 1.1089 5.9753 1 481.9204 37.0194 40.3524 .0010 .9267 1.1085 5.97S0
'I 486.9207 36.9718 40.3048 .0010 .9225 1.1079 5.9798 491.9210 36.9242 40.2572 .0010 .9194 1.1075 5.9812 496.9213 36.8766 40.2096 .0010 .9161 1.1071 5.9826 501.9216 36.8290 40.1620 .0010 .9125 1.1066 5 9842 506.9219 36.7813 40.1143 .0010 .9095 1.1063 5.9856 511.9222 36.7336 40.0666 .0010 .9082 1.1061 5.9861 517.0210 36.6850 40.0180 .0010 '.9057 1.1058 5.9872 522.1198 36.6364 39.9694 .0010 .9022 1.1053 5.9888 527.2185 36.5877 39.9207 .0010 .9021 1.1053 5.9888 532.3173 36.5391 39.8721 .0010 .9026 1.1054 5.9886 537.4160 36.4905 39.8235 .0010 .9010 1.1052 5.9893 542.5148 36.4418' 39.7748 .0010 .9022 1.1053 5.9888 547.6135 36.3932 39.7262 .0010 .9028 1.1054 5.9885 552.7123 36.3445 39.6775 .0010 .8992 1.1049 5.9901 557.8110 36.2959 39.6289 .0010 .8980 1.1048 5.9906 562.9098 36.2473 39.5803 .0010 .6990 1.1049 5.9902 568.0085 36.1986 39.5316 .0010: .8981 1.1048 5.9906 573.1073 36.1500 39.4930 .0010 .8968 1~.1046 5.9912 578.2061 36.1014 39.4344 .0010 .8971 1~.104 7 5.9910
' 583.3048 36.0527 39.3857 .0010 .8967 1.1046 5.9912 588.4036 36.0041 39.3371 .0010 .8971 1.1047 5.9910 593.5023 35.9554 39.2884 .0010 .8963 1.1046 5.9914 599.6011 35.9068 39.2398 .0010 .9960 1.1;45 5.9915
- j. 603.6998 35 8552 39 1912 0010 .8961 1.1:46 5.9915 .
608;79B6 35.8095 39.'425 .::10 .8965 1.1'46 5.9913 l t- 613.6973 35.7609 39.;939 . :10 .5952 1.':45 5.9916 615.9961 35.7123 39.;453 :10 .E954 1..:45 5.9916 624.0945 35.6636 39.9966 .0010 .9;'? 1.1:51 5.9894 l 629.1936 35.6151 38.9480 .0010 .6625 1.1'.28 5.9975
.9116 1. 165 5.9546
- l. 634.2924 35.5663 38.5993 C010
.8E74 1.1: 34 5.9954
- i. 639.3911 35.5177 38.tEC7 .:;10 644.4E39 35.4C91 39.5121 ,0:10 . 9 '. 9 s '. 1'61 5.9853 i
)
Page 2 j
\
l
[ l Calculation M96-0007, MUT/BWST Hytran Analysis Attachment 9 975.9009 32.3076 35.6406 .0010 .9310 1.1090 5.9761 981.0077 32.2590 35.5920 .0010 .9287 1.1087 5.9771 986.1064 32.2104 35.5434 .0010 .9299 1.1089 5.9766 991.2052 32.1617 35.4947 .0010 .9273 1.1085 5.9777 996.3040 32.1130 35.4460 .0010 .9352 1.1095 5.9743 l 1001.4030 32.0644 35.3974 .0010 .9330 1.1093 5.9752 l 1006.5010 32.0157' 35.3487 .0010' .9368 1.1097 5.9736 1011.6000 31.9670 35.3001 .0010 .9375 1.1098 5.9733 1016.6990 31.9183 35.2514 .0010 .9437 1.1106 5.9706 1021,7980 31.8696 35.2027 .0010 .9558 1.1122 5.9652 1026.8960 31.8208 35.1539 .0010 .9606 1-.1128 5.9631 1031.9950 31.7721 35.1052 .0010 .9660 1.1135 5.9607 1037.0940 31.7234 35.0564 .0010 .9726 1.1144 5.9578 1042.1930 31.6746 35.0077 .0010 .9796 1.1153 5.9547
.1047.2920 31.6259 34.9589 .0010 .9886 1.1164 5.9507
~1052.3900 31.5771 34.9101 .0010 .9674 1.1137 5.9604 1057.4890 31.5284 34.8614 .0010 .9722 1.1143 5.9583 1062.5880 31.4796 34.8126 .0010 .9791 -1.1152 5.9553 1067.6870 31.4308 34.7638 .0010 .9492 1.1113 5.9682 1 1072.7850 31.3821 34.7150 .0010 .9493 1.1113 5.9681 1077.8840 31.3333 34.6662 .0010 .9505 1.1115 - 5.9676 1082.9830 31.2845 34.6174 .0010 .9149 1.1070 5.9831 1088.0820 31.2358 34.5687 .0010 .9545 1.1120 5.9658 1093.1800 31.1871 34 5201 .0010 .9595 1.1127 5.9635 1098.2790 31.1383' 34.4712 .0010 .9268 1.1085 5.9778 1103.3780 31.0895 34.4225 .0010 .9609 1.1128 5.9629 1108.4770 31.0409 34.3739 .0010 .9474 1.1111 5.9689 1113.5750 30.9922 34.3251 .0010 .9468 1.1110 5.9691 1118.6740 30.9435 34.2765 .0010 .9325 1.1092 5.9754 1123.7730 30.8949 34.2279 .0010 .9448 1.1108 5.9700 1128.8720 30.8463 34.1792 .0010 .9366 1.1097 5.9736
[ \ 1133.9700 30.7976 34.1306 .0010 .9442 1.1107 5.9703
\s,/ 1139.0690 30.7491 34.0820 .0010 .9372 1.1098 5.9734
-1144.1680 30.7004 34.0333 .0010 .9495 1.1114 5.9680 1149.2670 30.6519 33.9847 .0010 .9390 1.1100 5.9726 1154.3650 30.6032 33.9360 .0010 .9550 1.1121 5.9655 1159.4640 30.5547 33.8874 .0010 .9409 1.1103 5.9717 1164.5630 30.5060 33.8388 .0010 .9654 1.1134 5.9610 1169.6620 30.4575 33.7903 .0010 .9517 1.1117 5.9670 1174.7600 30.4088 33.7416 .0010 .9688 1.1139 5.9594 1179.8590 30.3602 33.6931 .0010 .9628 1.1131 5.9621' 1184.9580 30.3116 33.6445 .0010 .9641 1.1133 5.9615 1190.0570 30.2630 33.5959 .0010 .9712 1.1142 5.9584 1195.1550 30.2144 33.5474 .0010 .9547 1.1121 5.9656 1200.2540 30.1658 33.4988 .0010 .9734 1.1145 5.9574 1205.3530 30.1173 33.4503 .0010 .9580 1.1125 5.9642 1210.4520 30.0686 33.4017 .0010 ,4650 1.1134 5.9611 k * ' ' t 1215.5500 30.0201 33.3531 .0010 .>652 1.1134 5.9610 i' #'? 1220.6490 29.9715 33.3046 .0010 .9551 1.1121 5.9655' 1225.7480 29-.9230 33.2560 .0010 .9622 1.1130 5.9623 ~ !
1230.8470 29.8745 33.2075 .0010 .9629 1.1131 5.9620-1235.9450 29.8259 33.1589 .0010 .9616 1.1129 5.9626 1241.0440 29.7774 33.1105 .0010 .9642 1.1133 5.9614 1246.1430 29.7288 33.0620 .0010 .9673 1.1137 5.9601 1251.2420 29.6803 33.0135 .0010 .97:1 1.1140 5.9588 1256.3400 29.6318 22.9650 .0010 .9727 1.1144 5.9577 1261.4390 29.5832 32.9165 . 0 C 10 ' .9'E7 1.1148 5.9564 1266.5360 29.5347 32.B691 .0010 .9~~3 1.1150 5.9557 1271.6370 29.4661 32.8196 .0010 .97 1.1152 5.9549 1276.7350 29.4376 32.7712 .0010 .95;3 1.1155 5.9539 1251.5340 29.3891 32.7227 .0010 .9E3s *
.1158 5.9528
;266.933C 29.3405 32.6743 .0010 .9E59 1.1161 5.9519 1292.C32C 29.2920 32.6255 .C111 .9st? 1.1164 5.95C7 1297.1300 29.2434 32.5774 .C:1; .9013 . 1169 5 9495 ,
i Page 4
~_ _ _ . . _ _ . _ _ _ _ .. _ .. _ _ _ _ _ _ . _ _ . _ _ _. _ __ t I Calculation M96-0007, MUT/BWST Hytran Analysis Attachment 9 649.5886 -35.4204 38.7534 .0010 .8882 1.1035 5.9950 , 654.6874 35.3718 38.7048 .0010 .8959 1.1045 5.9917 ! 659.7861. 35.3232 38.6562 .0010 .9103 1.1064 5.9852 664.8849 .35.2745 38.6075 .0010 .9112 '.1065 5.9848 I 669.9836 35.2259 38.5589 .0010 .8840 1.1030 5.9969 I 675.0824 35.1772 38.5102 .0010 .9030 ;.1055 5.9961 ) 680.1812 35.1286 38.4616 .0010 .8992 1.1049 5.9901 ' 685.2799 35.0800 38.4130 .0010 .8998 1.1050 5.9899 690.3787 35.0313 .38.3643 .0010 .9007 1.1051 5.9895 695.4774 34.9827 38.3157 .0010 .9016 1.1052 '5.9891 700.5762 34.9341 38.2671 .0010 9021 1.1053 5.9889 705.6749 34.8854 38.2184 .0010 .9029 1.1054 5.9885 710.7737 34.8368 38.1698 .0010 .9013 1.1052 5.9892 i 715.8724 34.7881 38.1211 .0010 .8994 1.1050 5.9900 i l 720.9712 34.7395- 38.0725 .0010 .8993 1.1050 5.9901
- 726.0699 34.6909 38.0239 .0010 .9004 1.1051 5.9896
( 731.1687 34.6422 37.9752 .0010- .8991~ 1.1049 5.9902 ! 736.2675 34.5936 37.9266 .0010 .8976 1.1047 5.9908 l 741.3662 34.5450 37.8780 .0010 .8979 1.1048 5.9907 746.4650 34.4963 37.8293 .0010 .8991 1.1049 5.9902 751.5637 34.4477 37.7807 .0010 .8981 1.1048 5.9906 I 756.6625 34.3990 37.7320 .0010 .8968 1.1046 5.9912 761.7612 34.3504 37.6834 .0010 .8973 1.1047 5.9910 766.8600 34.3018 37.6348 .0010 .8987 1.1049 5.9903 771.9587 34.2531 37.5861 .0010 .8979 1.1048 5.9907 l 777.0575 34.2045 37.5375 .0010 .8969 1.1046 5.9912 782.1563 34.1559 37.4889 .0010 .8975 1.1047 5.9909 787.2550 34.1072 37.4402 .0010 .8991 1.1049 5.9901 792.3538 34.0586 37.3916 .0010 .8986 1.1049 5.9904 l 797.452S 34.0099 37.3429 .0010 .8978 1.1048 5.9908 ! 802.5513 33.9613 37.2943- .0010 .8986 1.1049 5.9904 l-
h 807.6500 B12.7488 33.9127 33.8640 37.2457' 37.1970
.0010
.0010
.9004
.9001 1.1051 1.1051 5.9896.
5.9897 817.8475 33.8154 37.1484 .0010 .8993 *
. 1050 5.9901 822.9463 33.7668 37.0998 .0010 .9002 1.1051 5.9897 ,
828.0450 33.7181 37.0511 .0010 .9021 1.1053 5.9888 L ! 833.1438 33.6695 37.0025 .0010 .9021 1.1053 5.9889 9 I 838.2426 33.6208 36.9538 .0010 .9014. 1.1052 5.9891 ' ! . '843.3413 33.5722 36.9052 .0010 .9024 1.1054 5.9887 ; 848.4401 .33.5236 36.8566 .0010 .9045 1.1056 5.9878 7 853.5388 33.4749 36.8079 .0010 .9046 1.1056 5.9877 858.6376 33.4263 36.7593 .0010 .9040 1.1056 5.9880 863.7363 33.3777 36.7107 .0010 .9050 1.1057 5.9876 868.8351 33.3290 36.6620 .0010 .9072 1.1060. 5.9866 873.9338 33.2804 36.6134 .0010 .9075 1.1060 5.9865
- s. 879.0326 33.2318 36.5648 .0010 .9068 1.1059 5.9868 '4 j , c884.1313. 33.1831 36.5161 .0010 .9078 1.1060 5.9863 '
j ;3 /fsE 889.2301: 33.1345 36.4675 .0010 .9103 1.1064 5.9852 Js '. 4 l 'At 0; 894.3289= 33.0858 36.4188 .0010 .9108 1.1064 5.9850
'54 i 899.4276 33.0372 36.3702 .0010 .9101 1.1063 5.9853 2' q
< 904.5264 32.9886 36.3216 .0010 .9109 ".1064 5.9850 j s 909.6251 '32.9399 36.2729 .0010 .9137 1.1068 5.9837 :
914.7239 32.8913 36.2243 .0010 .9144 * .1069 5.9534 , I 919.8226 32.8427 36.1757 .0010 .9135 ~.1068 -5.9538 924.9214 32.7940 36.1270 0010 .914C . 1068 5.9836 930.0201 32.7454 36.0784 .001; .9173 . .1072 5.9522 935.1199 32.6967 36.0297 .0011 9151 1.1074 5.9516 940.2177 32.6481 25.9911 .001: .917: . 1072 5.9623 l 945.3164 32.5995 35.9325 .001; .9169 ..'.;72 5.9524 j 950.4152 32.5508 35.ss33 .0010 .92;7 1.1077 5.9506 . 955.5139 32.5022 35.8352 .001: .9214 . 1:7s 5.9s:3 ; e 960.6127 32.4536 35.7566 .C01; .92:1 . 1;76 5.9i:: ! 'i f 5.9913 365 7114 32.4049- 35.7373 .001; .9192 . 1075 ) i $70.2102 32.3563 35.6593 .001 .923E . 1:51 5.93 j Page 3 1
- Calculation M96-0007, MUTIBWST Hytran Analysis Attachmsnt 9 1302.2290 29.1949 32.5290 .0010 .9933 1.1170 5.9486
] j 1307.3280 1312.4270 29.1464 29.0978 32.4805 32.4321
.0010
.0010
.9949
.9969 1.1172 1.1175 5.9479 5.9470 1317.5260 29.0493 32.3836 .0010 .9993 1.1178 5.9460 1322.6240 29.0007 32.3352 .0010 1.0013 1.1181 5.9452 1327.7230 26.9522 32.2867 .0010 1.0037 1.1184 5.9440 1332.8220 28.9037 32.2383 .0010 1.0055 1.1186 5.9432 1337.9210 28.8551 32.1898 .0010 1.0097 1.1192 5.9414 1343.0190 28.8066 32.1414 .0010 1.0126 1.1195 -5.9401 !
1348.1180 28.7580 32.0928 .0010 1.0169 1.1201 5.9382 1353.2170 28.7095 32.0443 .0010 1.0255 1.1212 5.9344 1358.3160 28.6609 31.9958 .0010 1.0196 1.1205 5.9370 ! 1363.4140 28.6124' 31,9472 .0010 1.0428 1.1235 5.9268 ! 1368.5130 28.5639 31.8987 .0010 1.0438 1.1236 5.9264 1373.6120 28.5154 31.8502 .0010 1.0461 1.1239 5.9254 1378.7110 28.4668 31.8017 .0010 1.0579 1.1255 5.9202 1383.8090 28.4183 31.7531 .0010 1.0617 1.1260 5.9185 1388.9080- 28.3698 31.7046 .0010 1.0636 1.1262 5.9177 l 1394.0070 28.3213 31.6561 .0010 1.0621 1.1260 5.9184 ! 1399.1060 28.2729 31.6077 .0010 .9629 1.1131 5.9620 1 1404.2040 28.2244 31.5592 .0010 1.0621 1.1260 5.9183 ; ! 1409.3030 28.1759 31.5107 .0010 1.0263 1.1213 5.9341 l 1414.4020 28.1275 31.4623 .0010 1.0628 1.1261 5.9180 1419.5010 28.0789 31.4138 .0010 1.0702 1.1271 5.9148 1424.5990 28.0305 31.3653 .0010 1.0102 1.1192 5.9412 l l 1429.6980 27.9820 31.3169 .0010 1.0673 1.1267 5.9161 ! ' 1434.7970 27.9335 31.2684 .0010 1.0170 1.1201 5.9382 1439.8960 27.8850 31.2199 0010 1.0681 1.1268 5.9157 1444.9940 27.8365 31.1714 .0010 1.0522 1.1247 5.9228 1450.0930 27.7880 31.1228 .0010 1.0752 1.1277 5.9126 l 1455.1920 27.7394 31.0743 .0010 1.0488 1.1243 5.9241 i 1460.2910 27.6908 31.0257 .0010 1.0724 1.1274 5.9138 1465.3890 27.6423 30.9771 .0010 1.0719 1.1273 5.9140 1470.4880 27.5937 30.9285 .0010 1.0830 1.1288 5.9092 i 1475.5870 27.5451 30.8799 .0010 1.0634 1.1262 5.9176 l 1480.6860 27.4964 ~30.8313 .0010 1.0858 1.1291 5.9079 1485.7840 27.4479 30.7827 .0010 1.0882 1.1295 5.9068 i 1490.8830 27.3993 30.7341 .0010 1.0839 1.1289 5.9087 L 1495.9820 27.3506 30.6855 .0010 1.0895 1.1296 5.9063 1501.0810 '27.3020 30.6369 .0010 1.0870 1.1293 5.9073 , 1506.1790 27.2534 30.5882 .0010 1.0888 1.1295 5.9065 l 1511.2780 27.2047 30.5396 .0010 1.0916 1,1299 5.9053 . l 1516.3770 27.1561 30.4909 .0010 1.0913 1.1299 5.9055 l' 1521.4760 27.1075 30.4423 .0010 1.0941 1.1302 5.9042-
- 1526.5740 27.0588 30.3937 .0010 1.1100 1.1323 5.8972 1 1531.6730 27.0102 30.3450 .0010 1.1089 1.1322 5.8977 1536.7720 ?26.9615 30
- 2964 .0010 1.1093 1.1323 5.8975 <
i 1541.8710: e~26.9128 30.2477 .0010 1.1004 1.1311 5.9015 d i 1546.9690: 26;8642 30.1991 .0010 1.1360 1.1358 5.8858 9 !~ 1552.0680' '26.8156 30.1504 .0010 1.1C10 1.1312 5.9012 1557.1670 26.7669 30.1017 .0010 1.0998 1.1310 5.9017 i 1562.26601 726.7183 30.0532 .0010 1.0911 1.1298 5.9056 W ! 1567.3650 26.6697 30.0045 .0010 1.0995 1.1309 5.9023 i 1572.4630 26.6211 29.9559 .0010 1.0933 1.1301 5.9046 1577.5620 26.5725 29.9074 0010 1.1046 1.1316 5.8996 1532.661C 26.5239 29.E565 .0010 1.1C65 1.1319 5.69EE 1597.7600 26.4754 29.E102 .0010 1.1:40 1.1315 5.8999 ! 1592.5550 26.4266 29 7617 .C010 1.;959 1.1305 5.9034
- 1597.957; 26.3763 29.'131 .C01
- ..Citi 1.1295 5.9066 1603.056 26.3297 29.6646 .0010 ..;923 1.130C 5.9048 i 1609.155: 26.2E12 29.6160 .C010 1.1;26 1. 314 5.9004 1613.253: 26.2326 29.5674 0010 1.1:52 2.1 17 5.6993 i 1615.352C 26.1640 29.5189 .0;10 ;,1;'7 1.1335 5.6936 1623.451: 26.1355 29.4703 .0010 1.1324 1.1353 5.3873 Page 5
_.-_._____._____._.__._._.______._m _. _ Calculation M96-0007, MUT/BWST Hytran Analysis Attachment 9 1628.5500 26.0869 29.4218 .0010 1.0988 1.1309 -5.9018 1633.6480- 26.0384 29.3732 .0010 1.0893 1.1296 5.9064 16'9.7470 25.9898 29.3246 .0010 1.1132 1.1328 5.8958
- 1643.8460 25.9412 29.2761 .0010 1.1116 1.1326 5.8963 1648.9450 25.8927 29.2275 .0010 1.1419 1.1366 5.8832 1654.0430 25.8442 29.1790 .0010 1.0995 1.1310 5.9018 1659.1420 25.7955 29.1304 .0010 1.1413 1.1365 5.8834 1664.2410 25.7470 29.0818 .0010 1.1180 1.1334 5.8937 1669.3400 25.6984 29.0332 .0010 1.1254 1.1344 5.8904 1674.4380 25.6497 28.9846 .0010 1.1272 1.1346 5.8897 l 1679.5370 25.6011 28.9360 .0010 1.1304 1.1351 5.8882
! 1684.6360 25.5525 28.8874 .0010 1.1334 1.1355 5.8869 I 1689.7350 25.5040 28.8388 .0010 1.1360 1.1358 5.8858 I I 1694.8330 25.4554 28.7902 .0010 1.1373 1.1360 5.8852 1699.9320- 25.4067 28.7416 .0010 1.1384 1.1361 5.8847 1705.0310 25.3581 28.6930 .0010 1.1347 1.1356 5.8864 1710.1300 25.3095 28.6443 .0010 1.1481 1.1374 5.8805 1715.2280 25.2608 28.5957 .0010 1.1279 1.1347 5.8893 1720.3270 25.2122 28.5470 .0010 1.1329 1.1354 5.8872 1725.4260 25.1635 28.4984 .0010 1.1407 1.1364 5.8836 1730.5250 25.1149 28.4497 .0010 1.1494 1.1376 5.8799 1735.6230- 25.0662 28.4011 .0010 1.1423 1.1367 5.8830 1740.7220 25.0176 28.3524 .0010 1.1437 1.1368- 5.8823 1745.8210 24.9689 28.3037 .0010 1.1507 1.1378 5.8794 1750.9200 24.9203 28.2551 .0010 1.1491 1.1376 5.8800 1756.0180 24.8717 28.2065 .0010 1.1500 1.1377 5.8796 1761.1170 24.8231 28.1580 0010 1.1526 1.1380 5.8785 1766.2160 24.7746 28.1094 .0010 1.1481 1.1374 5.8804 1771.3150 ~24.7259 28.0608 .0010 1.1539 1.1382 5.8779 1776.4130 24.6773 28.0121 .0010 1.1570 1.1386 5.8765 1781.5120. 24.6286 27.9635 .0010 1.1544 1.1383 5.8776 1786.6110 24.5800 27.9149 .0010 1.1558 1.1385 5.8771 O' 1791.7100 1796.8080 24.5314 24.4827 27.8662 27.8176
.0010
-14.9897 1.1569 1.1602 1.1386
.1391 5.8766 5.8751 1 1801.9070 24.4341 27.7690 .0010 1.1558 1.1385 5.8769 1807.0060 24.3855 27.7203 .0010 1.1573 1.1387 5.8764 1812.1050 24.3369 27.6717 .0010 1.1568 1.1386 5.8760 1817.2030 24.2882 27.6231 .0010 1.1582 1.1388 5.8759 l 1822.3020 24.2396 27.5744 <-14.9949 1.1600 .1390 5.8752 l 1827.4010 24.1910 27.5258 -14.7404 1.1678 .1401 5.8717 1832.5000 24.1423 27.4772 -14.9578 1.1612 .1392 5.8747 l 1837.5990 24.0937 27.4285 .0010 1.1582 1.1388 5.8760 l 1842.6970 24.0451 27.3799 .0010 1.1584 1.1388 5.8758 l 1847.7960 23.9964 27.3313 .0010 1.1569 1.1386 5.8765 j 1852.8950 23.9478 27.2826 .0010 1.1577 1.1387 5.8761 l
, 1857.9940 23.8991 27.2340 e-14.9790 1.1605 .1391 5.8749 l 1863.0920 23.8505 27.1854 --14.9834 1.1604 .1391 5.8750 l 1868.1910 23.8019 27.1367 :-14.9665 1.1609 .1391 5.8748 a 2 1873.2900 23.7532 27.0881 e14.9559 1.1612 .1392 5.8746 1878.3890 23.7046 27.0394 .0010 1.1505 1.1378 5.8786 1883.4070 23.6560 26.9908 .0010 1.1596 1.1390 5.8754 1888.5860 23.6073 26.9422 .0010 1.1507 1.1378 5.8765 1893.6850 23.5587 26.8935 .0010 1.1596 1.1390' 5.8754 1998.7840 23.5100 26.8449 .0010 1.1490 1.1376 5.8790 1903.8820 23.4614 26.7963 -14.6610 1.1641 .1396 5.8737 l 1908.9810 23.4128 26.7476 .0010 1.1526 1.1380 5.8784 1914.0800 23.3641 26.6990 .0C10 1.154' 1.1323 5.8777 1919.1790 23.3155 26.6504 .0010 *. 1561 1.'3E5
. 5.8768 1924.2770 23.2669 26.6C17 .0010 . 1469 ".1373
. E~ . 8 613
. 1929.3760 23.2182 26.5531 .0010 1.1564 1.13E8 5.8760 l 1934.4750 23.1696 26.504:
.4.9433 1.1616 .1393 5.8743
- 1939.5740 23.1210 26.48 .111C 1.159: 1.1389 5.57EE 1944.6720 23.0723 26.4'
.4.99El 1.15E9 .1390 5.e7E2 1949.7710 23.0237 26.35 0110 1.11EE . 1359 1.9528 Page 6 l
Calculation M96-0007, MUT/BWST Hytran Analysis Attachmant 9 l l 1 7._ 1954.8700 22.9751 26.3099 -14.7279 1.1682 .1401 5.8715
/ j 1959.9690 22.9264 26.2613 .0010 1.1476 1.1375 5.8783
(,,/ 1965.0670 22.8778 26.2126 -14.4417 1.1772 .1413 5.8675 1970.1660 22.8291 26.1640 .0010 1.1529 1.1382 5.8759 1475.2650 22.7805 26.1154 -14.2518 1.1833 .1422 5.8649 198L.3640 22.7319 26.0667 .0010 1.1575 1.1389 5.8738 1 1955.4620 22.6832 26.0181 -14.0766 1.1890 .1429 5.8623 1990.5610 22.6346 25.9694 -14.9965 1.1599 .1391 5.8727 1995.6600 22.5860 25.9208 -14.0368 1.1903 .1431 5.8618 2000.7590 22.5373 25.8722 .0010 1.1595 1.1391 5.8727 2005.8570 22.4887 25.8235 .0010 1.1586 1.1390 5.8731 2010.9560 22.4400 25.7749 .0010 1.1598 1.1391 5.8726 2016.0550 22.3914 25.7263 .0010 1.1591 1.1390 5.8728 2021.1540 22.3428 25.6776 -13.8880 1.1953 .1438 5.8596 l 2026.2520 22.2941 25.6290 .0010 1.1540 1.1384 5.8741 i 2031.3510 22.2455 25.5803 .0010 1.1536 1.1383 5.8741 2036.4500 22.1969 25.5317 .0010 1.1534 1.1383 5.8742 l 2041.5490 22.1482 25.4831 -13.7910 1.1986 .1442 5.8581 l 2046.6470 25.4344
~
22.0996 -13.7337 1.2005 .1445 5.8573 2051.6510 22.0519 25.3867 .0010 1.1563 1.1387 5.8729 2056.6560 22.0042 25.3391 -14.8061 1.1657 .1399 5.8697 2061.6600 21.9565 25.2914 -14.7696 1.1669 .1401 5.8692 l 2066.6650 21.9088 25.2437 -14.9948 1.1599 .1392 5.8711 2 2071.6700 21.8612 25.1960 -13.4538 1.2101 .1458 5.8530 2076.6750 21.8135 25.1483 -14.9912 1.1601 .1392 5.8710 2081.6800 21.7658 25.1006 .0010 1.1593 1.1391 5.8712 2086.6850 21.7181 25.0530 -14.7396 1.1678 .1402 5.8685 2091.6900 21.6704 25.0053 -14.7394 1.1678 .1402 S.8684 2096.6950 21.6227 24.9576 .0010 1.1597 1.1392 5.8706 2101.6990 21.5751 24.9099 -14.7107 1.1687 .1403 5.8680 2106.7040 21.5274 24.8623 -14.4636 1.1766 .1412 5.8688 2111.7090 21.4798 24.8147 -14.9895 1.1602 .1389 5.8776 i (~N) 1, 2116.7140 2121.7190 21.4322 21.3845 24.7670 24.7194
-13.7720
-14.6452 1.1991 1.1709
.1445
.1404 5.8542 5.8727 2126.7240 21.3369 24.6718 -14.7819 1.1666 .1398 5.8748 2131.7290 21.2893 24.6242 -14.8249 1.1653 .1396 5.8755 2136.7340 21.2417 24.5765 -14.8352 1.1650- .1396 5.8755 ;
2141.7390 21.1941 24.5289 -14.7415 1.1679 .1400 5.8743 ' 2146.7430 21.1465 24.4814 -14.5985 1.1723 .1406 5.8723 ! 2151.7480 21.0990 24.4338 -14.3646 1.1796 .1418 5.8626 2156.7530 21.0514 24.3862 -14.6817 1.1697 .1402 5.8728 2161.7580 21.0039 24.3387 -14.7818 1.1666 .1398 5.8737 ! 2166.7630 20.9564 24.2912 -14.6313 1.1713 .1405 5.8721 2171.7680 20.9089 24.2437 -14.5523 1.1738 .1408 5.8707 2176.7730 20.8614 24.1962 -14.3914 1.1789 .1415 5.8684 j 2181.7780 20.8139 24.1487 -14.2647 1.1829 .1420 5.8666 : 2186.7820 20.7664 24.1013 -14.1506 1.1867 .1425 5.8649 2191.7870 20.7189 24.0538 -14.0230 1.1908 .1431 5.8630 ) 2196.7920 20.6714 24.0063 -13.9094 1.1946 .1436 5.8613 2201.7970 20.6239 23.9588 -13.8064 1.1981 .1441 5.8598 2206.8020 20.5764 23.9113 -13.6832 1.2:22 .1447 5.6579 22'.1.8070 20.5289 23.8632 -13.5777 1.2 59 .1451 5.9562 2216.8120 20.4814 23.8163 3.4859 1.2 90 .1456 5.5549 2221.B170 20.4340 23.7658 -13.3933 1.2122 .1460 5.5534 2226.5220 20.3665 23.7213 -13.2963 1.2 57 . 465 5.6519 2231.5260 20.3390 23.6735 -13.2075 1.2189 .1469 5.s5C5 2236.8310 20.2915 23.6263 -13.1223 1.2218 .1473 5.6491 2241.6360 20.2440 23.5755 -13.0533 . 2243 .;4'7 5.648C 2246.B41C 20.1965 3.5313 -; .95C9 .. ::9 .;49; 5.646E 2251.8460 20.;490 23.4838 -;2.9141 1.2294 . 4B3 .6459 2254.6510 20.1015 23.4364 -12.5396 1.2321 .1467 5.8445 2261.s560 20.054C 23.3589 -;2.762e 1.2350 .;491 5.543: 7-~I i 2266.5610 20.C065 23.3414 -12.'007 1.2373 .;494 5.9422
\- / 2271.5650 ~_ 9 . 9 5 9 0 23.2939 .1.635: 1.2396 .;497 5.;412 Page 7
I Calculation M96-0007, MUT/BWST Hytran Analysis Attachinant 9 2276.8700 19.1115- 23.2464 -12.5820 1,2417 .1500 5.8402 r 2281.8750 19.0640 '23.1989 -12.5395 1.2433 .1503 5.8395 l \o 2286.8800 19.!166 23,1514 -12.5097 1.2445 .1504 5.8390 I 2291.8850 13.7691 23.1039 -12.4669 1.2461 .1506 5.8383 2296.8900 19.7216 23.0564- -12,4376 1.2472' .1508 5.8378 , 2301.8950 19.6741 23.0089 -12.4098 1.2483 .1509 5.8374 [ 2306.9000 19.6266 22.9615 -12.3784 1.2495 .1511 5.8368 l 2311.9050 19.5791 22.9140 -12.3462 1.2507 .1513 5.8363 2316.9090 19.5316 22.8665 -12.3211 1.2517 .1514 5.8356 2321.9140 19.4841 22.8190 -12.2980 1.2526 .1515 5.8354 i -2326.9190 19,4366 22.7715 -12.3029- 1-2524
. .1515- 5.8355 i '2331.9240 19.3892 22.7240 -12.3104 1.2521 .1515 5.8357 l 2336.9290 19.3417 22.6765 -12.3181 1.2518 .1514 5.8358 2341.9340 19.2942 22.6290 -12.3174 1.2518 .1514 5.8358 2346.9390 19.2467 22.5815 -12.3292 1.2514 .1514 5.8360 2351.9440 19.1992 22.5341- -12.3572 1.2503 .1512 5.8365 .j 2356.9480 19.1517 22.4866 -12.3702 1.2498 .1511 5.8367 j 2361.9530 19.1042 22.4391 -12.4070 1.2484 .1509 5.8373 2366.9580 19.0567 22.3916 -12.4642 1.2462 .1506 5.8383 2371.9630 19.0093 22.3441 -12.5040 1.2447 .1504 5.8390 2376.9680 18.9618 22.2966 -12.5646 1.2424 .1501 5.8400 2381.9730 18.9143 22.2491 -12.6448 1.2394 .1497 5.8414 2386.9780 18.8668 22.2016 -12.7219 1.2365 .1493 5.8427 2391.9830 18.8193 22.1541 -12.8299 1.2325 .1488 5.8445 2396.9880 18.7718 22.1066 -12,9463 1.2282 .1482 5.8465 2401'.9920 -18.7243 22.0592 -13.0936 1.2229 .1475 5.8488.
2406.9970 18.6768 22.0117 -13.2624 1.2169 .1466 5.8516
'2412.0020 18.6293 21.9642 -13.4715 1.2095 .1456 5.8549 2417.0070 18.5818 21.9167 -13.7119 1.2013 .1445 5.8587 2422.0120 18.5343 21.8692 -14.0009 1.1916 .1432 5.8631 2427.0170 18.4868 21.8217 -14.3158 1.1813 .1418 5.8678 2432.0220 18.4394 21.7742 -14.6688 1.1701 .1403 5.8728 \ 2437.0270 18.3918 21.7267 -14.0272 1.1906 .1432 5.8602 2442.0310 18.3442 21.6791 -14.4599 1.1767 .1413 5.8677 2447.0360 18.2965 21.6313 .0010 .1808 1.0197 2 6.3066 2452.0410 18.2484 21.5833 .0010 .0029 1.0003 6.3851 2457.0460 18.2005 21.5354 .0010 .0006 1.0001 46.3861 2462.0510 18.1526 21.4875 .0010 .0095 1.0010 36.3822 1 2467.0560 18.1048 21.4396 .0010 .0112 1.0012 16.3814 j 2472.0610 18.0569 21.3917 .0010 .0104 1.0011- 76.3818 2477.0660 18.0090 21.3438 .0010 .0094 1.0010 6.3822 2482.0710 17.9611 21.2959 .0010 .0098 1.0010 6.3821 1 2487.0750 17.9132 .21.2481 .0010 .0106 1.0011 6.3817 2492.0800 17.8653 21.2002 .0010 .0106 1 0011 6.3817 2497.0850 17.8174 21.1523 .0010 .0104 1.0011 6.3818 2502.0900 17.7696 21.1044 .0010 .0104 1.0011 16.3818 r . 2507.0950 '17.7217 21.0565 .0010 .0105 1.0011 '6.3817
%A ' 2512.1000 17.6738 21.0086 .0010 .0106 1.00111 16.3817
- 2517.1050 17.6259 20.9608 .0010 .0107 1.0011- 36.3816 2522.1100 17.5780 20.9129 .0010' .0106 1.0011 26.3817 2527.1150 17.5301 20.8650 .0010 .0104 1.0011 l6.3818 2532.1190 17.4823 20.8171 .0010 .0106 1.0011- 6.3817 2537.1240' 17.4344 20.7692 .0010 .0107 1.0011- 6.3816
'2542.1290 17.3865 20.7213 .0010 .01C5 1.0011 6.3817
~2547.1340 17.3386 20.6735 .0010 .C107 1.0011 6.3816 2552.1390 17.2907 20.6256 .0C10 .01CB *. 0012 6.3916 2557.1440 17.2429 20.5777 .0010 .C109 1.C:12 6.3916 2562.1490 17.1950 -20.5298 .0010 .C106 1.0012 6.3616 2567.1540 17.1471 20.4619 .L:10 . 1;9 .00~2 6.3516 2572.1580 17.0992 20.4341 .0C10 .0109 .,0:12 6.3516 2577.1630 17.0513 20.3862 .0010 .0106 ;.0: 12 6.3916 17.0034 20.3333 .0010 .01;9 ..;;;2 E.3615 O
25B2.1660 2587.1730 16.9556 20.2904 .CC10 .0110 ;. ;;2 6.3815 2592.1780 16.9077 2C.2425 ,::10 .0110 1.C;;2 6.3815 Page 8
Calculation M96-0007, MUT/BWST Hytran Analysis Attachment 9 2597.1830 16.8598 20.1946- .0010 .0111 1.0012 6.3815 2602.1880 16.8119 20.1468 .0010 ( .0111 1.0012 6.3814 - 2607.1930 16.7640 20.0989 .0010 .0112 1.0012 6.3814 2612.1980 16.7161 20.0510' .0010 .0112 -1.0012 6.3814 2617.2020 16.6683 20.0031 .0010 .0164 1.0018 6.3791 2622.2070 .16.6204 19.9552 .0010 .0249 1.0027 6.3754 2627.2120 16.5725 19.9073 .0010 .0176 1.0019 6.3786 2632.2170 16.5246 19.8595 .0010 .0241 1.0026 6.3757 2637.2220 16.4767 19.8116 .0010 .0201 1.0022 6.3775 2642.2270 16.4289 19.7637 .0010 .0223 -1.0024 6.3765 2647.2320 16.3810 19.7158 .0010 .0221 1.0024 6.3766 2652.2370 16.3331 19.6680 .0010 .0210 1.0023 6.3771 2657.2410 16.2852- 19.6201 .0010 .0232 1.0025 6.3761 2662.2460 16.2373 19.5722 .0010 .0202. 1.0022 6.3774 2667.2510 16.1894 19.5243 .0010 .0225 1.0024 6.3764 2672.2560 16.1416 19.4764 .0010 .0216 1.0023 6.3768 2677.2610 16.0937 19.4285 .0010 .0216 1.0023 6.3768 2682.2660 16.0458 19.3806 .0010 .0229 1.0025 6.3763 2687.2710 15.9979 19.3328 .0010 .0210 1.0023 6.3771 2692.2760 15.9500 19.2849 .0010 .0211 1.0023 6.3771 2697.2810 15.9021 19.2370 .0010 .0222 1.0024 6.3766 2702.2850 15.8542 19.1891 .0010 .0217 1.0023 6.3768 2707.2900 15.8063 19.1412 .0010 .0220 1.0024 6.3767 2712.2950 15.7584 19.0933 .0010 .0215 1.0023 6.3769
.2717.3000 15.7105 19.0455 .0010 .0219 1.0023 6.3767 2722.3050 15.6626 18.9976 .0010 .0218 1.0023 6.3767 2727.3100 15.6147 18.9497 .0010 .0224 1.0024 6.3765 2732.3150 15.5668 18.9018 .0010 .0214 1.0023 6.3769 2737.3200 15.5189 18.8539 .0010 .0215 1.0023 6.3769
. 2742.3240 15.4710 18.8061 9010 .0224- 1.0024 6.3765 l 2747.3290- 15.4231 18.7582 .0010 .0212 1.0023 6.3770 ? 2752.3340 15.3752 18.7103 .0010 .0222 1.0024 6.3766 L 2757.3390 15.3273 18.6624 .0010 .0220 1.0024 6.3767
- 2762.3440- 15.2794 18.6145 .0010 .0215 1.0023 6.3769
-2767.3490 15.2315 18.5667 .0010 .0224 1.0024 6.3765 .!
'2772.3540 15.1836 18.5188 .0010 .0215 1.0023 6.3769 .g
, !2777.3590 15.1357 18.4709 .0010 .0220 1.0024 6.3767 ') 2782.3640 15.0878 18.4230 .0010 .0217 1.0023 6.3768 ) 2787.3680 15.0399 18.3751 0010 .0214 1.0023 6.3769 27 2792.3730 14.9920 18.3273 .0010 .0221 1.0024 6.3766 1 2797.3780 14.9441 18.2794 .0010 .0216 1.0023 6.3768 ' 2802.3830 14.8962 18.2315' .0010 .0221 1.0024 6.3766 . 2807.3880 14.8483 18.1836 .0010 .0221 1.0024 6.3766 2812.3930 14.8004 18.1357 .0010 .0214 1.0023 6.3769 J' 2817.3980 14.7525 18.0878 .0010 .0224 1.0024 6.3765 2822.4030 14.7046 18.0400 .0010 .0221 1.0024 6.3766 5 j L2827.4070 14.6567 17.9921 .0010 .0206 1.0022 6.3773 4
- 45 ,
. 22832.41201 914.6088 17.9442 .0010 .0226 1.0024 6.3764 i ir-
.? i 72837.4170r ~14.5609 17.8963 .0010 .0218 1.0023 6.3767 : U 9 32842.4220 14.5130 17.8484 .0010 .0213 1.0023 6.3770 ;f
.2847.4270 14.4651 17.6006 .0010 .0222 1.0024 6.3766 .
2852.4320 14.4172 17.7527 .0010 .0216 1.0023 6.3768 . 2657.4370 14.3693 17.7048 .0010 .0219 1.0023 6.3767
-2962.4420 14,3214 17.6569 .0010 .0219 1.0023 6.3767 2667,4470 14.2735 17.6090 .0010 .0219 1.0023 6.3767 2872.4510 14.2256 17.5611 .0010 .0224 1.;:24 6.3765 2877.4560 14.1777 17.5133 .0:10 .0217 1.0023 6.3765 2552.4610 14.1298 17.4654 .101; .0213 1.0023 6.377; 2367.4660 14.0819 17.4175 .C:10 .C22 1.0 24 6.3767 2592.4710 14.0340 17.3696 .001 .0217 1.0023 6.3768 2897.4760 13.9561 17.3217 .001: .0221 1.0024 6.3766 j 2902.4510 13.9352 17.2739 . C ; 1 '. .0213 1.'.023 6.3770 2 29C7 4360 13.E903 17.2260 .G;;; .0218 1.:;23 6.3767 2912.490: 13.s424 17,1791 00~: . .0219 1.0 23 6.375.7 Page 9
Calculation M93-0007, MUT/BWST Hytran Analysis Attachment 9' I 2917.4950 13.7945 17.1302 .0010 .0216 1.0023 6.3768 2922.5000 13.7466 17.0823 .0010 .0225 1.0024 [}
\ ,r 2927.5050 13.6987 17.0344 0010 .0213 1.0023
'.3764 6.3770 2932.5100 13.6508- 16.9866 .0010 .0216 1.0023 6.3768 2937.5150 13.6029 16.9387 .0010 .0221 1.0024 6.3766 2942.5200 13.5550 16.8908 .0010 .0216 1.0023 6.3768 1 2947.5250 13.5071 16.8429 .0010 .0219 1.0023 6.3767 2952.5300 13.4592 16.7950 .0010 .0229 1.0024 6.3763 2957.5340 13.4113 16.7471 .0010 .0215 1.0023 6.3769 2962.5390 13.3634 16.6993. .0010 .0208 1.0022 6.3772 l 2967.5440 13.3155 16.6514 .0010 .0227 1.0024 6.3763 2972.5490 13.2676 16.6035 .0010 .0218 1.0023 6.3767 2977.5540 13.2197 16.5556 .0010 .0217 1.0023 6.3768 2982.5590 13.1716 16.5077 .0010 .0215 1.0023 6.3769
-2987.5640 13.1239 16.4599 .0010 .0218 1.0023 6.3768 2992.5690 13.0760 16.4120 .0010 .0217 1.0023 6.3768 2997.5730 13.0281 16.3641 .0010 .0218 1.0023 6.3767 i 3002.5780 12.9802 16.3162 .0010 .0212 1.0023 6.3770 3007.5830 12.9323 16.2683 .0010 .0221 1.0024 6.3766 3012.5880 12.8844 16.2205 .0010 .0219 1.0024 6.3767 3017.5930 12.8365 16.1726 .0010 .0215 1.0023 6.3769 3022.5980 12.7886 16.1247 .0010 .0220 1.0024 6.3767 3027.6030 12.7407 16.0768 .0010 .0223 1.0024 6.3765 1 3032.6080 12.6928 16.0289 .0010 .0214 1.0023 6.3769 j 3037.6130 12.6449 15.9810 .0010 .0218 1.0023 6.3767 1 3042.6170 12.5970 15.9331 .0010 .0219 1.0024 6.3767 i 3047.6220 12.5491 15.8852 .0010 .0216 1.0023 6.3768 1 3052.6270 12.5012 15.8373 .0010 .0224- 1.0024 6.3765 )
3057.6320 12.4533 15.7894 .0010 .0236 1.0023 6.3768 3062.6370 12.4054 15.7415 .0010 .0216 1.0023 6.'3768 3067.6420 12.3575 15.6936 .0010 .0222 1.0024 6.3766 15.6457 .0010 .0217 1.0023 6.3768 l O 3072.6470 3077.6520 3082.6560 12.3096 12.2617 12.2138 15.5978 15.5499
.0010
.0010
.0217
.0214 1.0023 1.0023 1.0023 6.3768 6.3769 3087.6610 12.1659 15.5020 .0010 .0219 6.3767 3092.6660 12.1180 15.4541 .0010 .0221 1.0024 6.3766 3097.6710 12.0701 15.4062 .0010 .0213 1.0023 6.3770 3102.6760 12.0222 15.3583 .0010 .0227' 1.0024 6.3763 i 3107.6810 11.9743 15.3104 .0010 .0214 1.0023 6.3769 3112.6860 11.9264 15.2625 .0010 .0209 1.0022 6.3771 3117.6910 11.8785 15.2146 .0010 .0223 1.0024 6.3765 I
3122.6960 11.8306 15.1667 .0010 .0217 1.0023 6.3768 3127.7000 11.7827 15.1188 .0010 .0217 1.0023 6.3768
- 3132.7050 11.7348 15.0709 .0010 .0212 1.0023 6.3770
! 3137.7100 11.6869 15.0230 .0010 .0221 1.0024 6.3766 3142.7150 11.6438 14.9800 .0010 .0220 1.0000 6.3961 3147.7200 -11.6059 -14.9420 .0010 .0616 1.0066 6.3593 l 3152.7250 11.5682 14.9044 .0010 .0500 1.0000 6.4084 3157.7300 11.5304 14.8666 .0010 .0539 1.0058 6.3626 3162.7350 t11.4923 14.8285 .0010 .0025 1.0000 6.3875 3167.7400 11;4542 14.7904 .0010 .0409 1.0044 6.3683
'3172.7440 ~11.4163 14.7524 .0010 .0331 1.0036 6.3718 3177.7490 11!3783 14.7144 .0010 .0C94 1.0010 6.3822
, 3182.7540 11.3405 14.6767 .0010 .0049 1.0000 6.3885 l 3197.7590 11.3028 14.6390 .0010 .0234 1.0000 6.3967 3192.7640 11.2651 14.6013 0010 .0130 1.0000 6.3921 3197.7690 11.2274 14.5636 0010 .0064 1.0007 6.3835 3202.7740 11.1998 14.5259 .:010 .0137 1.0015 6.3003 ! 3207.7793 11.1521 14.4962 .:.10 .00sB 1.00:9 6.3825 3212.7930 11.1144 14.4506 .0010 .0C40 1.0004 6.3646 7
- 3217 7950 11.0767 14.4129 .;010 .0061 1.0007 6.3B37 3222.7930 11.0391 14.3752 .;010 .0C59 1.0010 6.3624 3227.7980 11.0014 14.3375 2010 .0092 1.0010 6.3623 i ' 203: 10.9637 14.2999 0' O .0:'9 1 0005
. 6.3929 i
l Page 10
Calculation M96-0007, MUT/BWST Hytran Analysis Attachment 9 i _s 3237.8080 10.9261 14.2622 .0010 .0073 1.0008 6.3832 3242.8130 10.8884 14.2245 .0010 .0080 1.0009 6.3828 3247.8180 10.8507- 14.1869 .0010 .0085 1.0009 6.3826 1
.3252.9230 10.8131 14.1492 .0010 .0082 1.0009 6.3827 3257.8270 10.7754 14.1115 .0010 .0080 1.0009 6.3828 3262.8320 10.7377 14.0739 .0010 .0080 1.0009 6.3828 3267.8370 10.7001 14.0362 .0010 .0079 1.0008 6.3829 3272.8420 10.6624 13.99E5 .0010 .0083 1.0009 6.3827 3277.8470 10.6247 13.9609 .0010 .0083 1.0009 6.3827 3282.8520 10.5870 13.9232 .0010 .0081 1.0009 6.3828 3287.8570 10.5494 13.8855 .0010 .0080 1.0009 6.3828 3292.8620 10.5117 13.8478 .0010 .0084 1.0009 6.3827 3297.8660 10.4740 13.8102 .0010 .0082 1.0009 6.3827 3302.8710 10.4364 13.7725 .0010 .0084 1.0009 6.3827 3307.8760 10.3987 13.7348 .0010 .0084 1.0009 6.3827 3312.8810 10.3610 13.6972 .0010 .0083 1.0009 6~.3827 3317.8860 10.3234 13.6595 .0010 .0084 1.0009 6.3827 3322.8910 10.2857 13.6218 .0010 .0084 1.0009 6.3827 3327.8960 10.2480 13.5842 .0010 .0084 1.0009 6.3826 3332.9010 10.2104 13.5465 .0010 .0083 1.0009 6.3827 l 3337.9060 10.1727 13.5088 .0010 .0084 1.0009 6.3827 3342.9100 10.1350 13.4712 .0010 .0085 1.0009 6.3826 3347.9150 10.0974 13.4335 .0010 .0085 1.0009 6.3826 3352.9200 10.0597 13.3958 .0010 .0086 1.0009 6.3826 3357.9250 10.0220 13.3582 .0010 .0086 1.0009 6.3826 3362.9300 9.9844 13.3205 .0010 .0085 1.0009 6.3826 3367.9350. 9.9467 13.2828 .0010 .0086 1.0009 6.3826 3372.9400 9.9090 13.2452 .0010 .0088 1.0009 6.3825 3377.9450 9.8714 13.2075 .0010 .0087 1.0009 6.3825 3382.9490 9.8337 13.1698 .0010 .0088 1.0009 6.3825 3387.9540 9.7960 13.1321 .0010 .0154 1.0016 6.3796
['T} 3392.9590 9.7583 13.0945 .0010 .0182 1.0019 6.3784 j (,,/ 3397.9640 9.7207 13.0568 .0010 .0141 1.0015 6.3801 3402.9690 9.6830 13.0192 .0010 .0194 1.0021 6.3778 l 3407.9740 9.6454 12.9815 .0010 .0155 1.0017 6.3795 l 3412.9790 9.6077 .12.9438 .0010 .0184 1.0020 6.3783 i 3417.9840 9.5700 12.9061 .0010 .0171 1.0018 6.3788 3422.9890 9.5323 12.8685 .0010 .0163 1.0017 6.3792 l 3427.9930 9.4947 12.8308 ~ .0010 .0179 1.0019 6.3785 l 3432.9980 9.4570 12.7932 .0010 .0165 1.0018 6.3791 ;
'3438.0030 9.4194 12.7555 .0010 .0175 1.0019 6.3786 !
3443.0080 9.3817 12.7178 .0010 .0169 1.0018 6.3789 j 3448.0130 9.3440 12.6802 .0010 .0169 1.0018 6.3789 ] 3453.0180 9.3064 12.6425 .0010 .0173 1.0019 6.3787 ! 3458.0230 9.2687 12.6048 .0010 .0170 1.0018 6.3789 ) 3463.0280 9.2310 12.5672 .0010 .0174 1.0019 6.3787 3468.0320 9.1934 12.5295 .0010 .0169 1.0018 6.3789 3473.0370 9.1557 12.4918- .0010 .0172 1.0018 6.3788 3478.0420 9.1180 12.4542= .0010 .0175 1.0019 6.3787 3483.0470 9.0804 12.4165 .0010 .0170 1.0018 6.3789 3488.0520 9.0427 12.3788 .0010 .0172 1.0018 6.3788 3493.0570 9.0050 12.3412 .0010 .0173 1.0019 6.3787 3498.0620 8.9674 12.3035 .0010 .0171 1.0018 6.3788 ! 3503.0670 8.9297 12.2658 .0010 .0172 1.0018 6.3788 3508.0720 8.9920 12.2282 .0010 .01'3 1.C019 6.3787 3513.0760 E.8544 12.1905 .0010 .0167 1.C018 6.3790 351E.051C s.8167 12.1525 0010 .01 4 1.0019 6.3787 3523.CB6C s.7790 12.1152 . 01; .01~ 1.0018 6.3789 3525.0910 6.7414 12.0775 .:10 .Cl-' 1.0015 6.3789 3533.0960 E.7037 12.0395 .;:1; 01'4 1.0019 6.3787 3538.1010 s.6660 12.0022 .0 10 01~1 1.0018 6.37E8 ! 3543.1060 E.6284 11.9645 .0:10 .C'. 3 1.001B 6.37ss
" 3546.111; 8.5907 11.9265 .C;;; .Cl ; 1.0018 6.3788 3553.115 5.5530 .1.9592 .0010 01 2 1.0018 #.3795 Page 11
- Calculation M96-0007, MUT/BWST Hytran Analysis Attachm::nt 9 I
3558.1200 8.5154 11.8515 .0010 .0174 1.0019 6.3787 () (q,/ 3563.1250 3568.1300 8.4777 8.4400 11.8138 11.7762
.0010
.0010
.0171
.0173 1.0018 1.0019 6.3788 6.3787 3573.1350 8.4024 11.7385 .0010 .0171 1.0018 6.3788 3578.1400 8.3647 11.7008 .0010 .0175 1.0019 6.3787 3583.1450 8.3270 11.6632 .0010 .0166 1.0018 6.3791 l 3598.1500 8.2894 11.6255 .0010 .0171 1.0018 6.3788 l 3593.1550 8.2517 11.5878 .0010 .0173 1.0019 6.3787 3598.1590 8.2141 11.5502 .0010 .0172 1.0018 6.3788 3603.1640 8.1764 11.5125 .0010 .0173 1.0019 6.3787 3608.1690 8.1387 11.4749 .0010 .0167 1.0018 6.3790 3613.1740 8.1011 11. t. 3 72 .0010 .0174 1.0019 6.3787 3618.1790 8.0634 11.3995 .0010 .0172 1.0018 6.3788 3623.1840 8.0257 11.3619 .0010 .0170 1.0018 6.3789 3628.1890 7.9881 11.3242 .0010 .0175 1.0019 6.3786 3633.1940 7.9504 11.2865 .0010 .0172 1.0018 6.3788 3638.1980 7.9127 11.2489 .0010 .0172 1.0018 6.3788 3643.2030 7.8751 11.2112 .0010 .0170 1.0018 6.3788 3645.2080 7.8374 11.1735 .0010 .0170 1.0018 6.3789 3653.2130 7.7997 11.1359 .0010 .0174 1.0019 6.3787 3658.2180 7.7621 11.0982 .0010 .0172 1.0018 6.3788 3663.2230 7.7244 11.0606 .0010 .0170 1.0018 6.3789 3668.2280 7.6867 11.0229 .0010 .0173 1.0019 6.3787 3673.2330 7.6491 10.9852 .0010 .0170 1.0018 6.3789 3678.2380 7.6114 10.9476 .0010 .0170 1.0018 6.3789 l 3683.2420 7.5738 10.9099 .0010 .0171 1.0018 6.3788 3688.2470 7.5361 10.8722 .0010 .0173 1.0019 6.3787 3693.2520 7.4984 10.8346 .0010 .0173 1.0019 6.3787 l 3698.2570 7.4608 10.7969 .0010 .0171 1.0018 6.3788 3703.2620 7.4231 10.7592 .0010 .0173 1.0019 6.3787 3708.2670 7.3854 10.7216 .0010 .0171 1.0018 6.3788 3713.2720 7.3478 10.6839 .0010 .0176 1.0019 6.3786 I
(S)
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3718.2770 7.3101 10.6462 .0010 .0170 1.0018 6.3789 3723.2810 7.2724 10.6086 .0010 .0166 1.0018 6.3790 3728.2860 7.2348 10.5709 .0010 .0178 1.0019 6.3785 3733.2910 7.1971 10.5332 .0010 .0169 1.0018 6.3789 3738.2960 7.1594 10.4956 .0010 .0170 1.0018 6.3789 3743.3010 7.1218 10.4579 .0010 .0174 1.0019 6.3787 3748.3060 7.0841 10.4202 .0010 .0168 1.0018 6.3790 3753.3110 7.0464 10.3826 .0010 .0174 1.0019 6.3787 3758.3160 7.0088 10.3449 .0010 .0170 1.0018 6.3789 3763.3210 6.9711 10.3072 .0010 .0170 1.0018 6.3789 l 3768.3250 6.9334 10.2696 .0010 .0181 1.0019 6.3784 3773.3300 6.8958 10.2319 .0010 .0165 1.0018 6.3791 3778.3350 C.8581 10.1942 .0010 .0173 1.0019 6.3787 3783.3400 6.8204 10.1566 .0010 .0172 1.0018 6.3788 3788.3450 6.7828 10.1189 .0010 .0166 1.0018 6.3790 3793.3500 6.7451 10.0812 .0010 .0175 1.0019 6.3787 3798.3550 6.7075 10.0436 .0010 .0171 1.0018 6.3788 3803.3600 6.6698 10.0059 .0010 .0174 1.0019 6.3787 3908.3650 6.6321 9.9682 .0010 .0168 1.0018 6.3790 3513.3690 6.5945 9.9306 .0010 .0172 1.0018 6.3789 3818.3740 6.5568 9.3929 0:10 .0172 1.0015 6.3755 3823.3790 6.5191 9.8552 .0:10 .0172 1.0018 6.3788 3526.3540 6.4815 9.6176 .C010 .0168 1.0016 6.3789 3333.3990 6.4435 9.7799 :;10 .0170 1.0018 6.37B9 3939.3940 6.4061 9.7422 ::10 .0174 1.0019 6.3787 3i43.3990 6.3685 9.7046 ':10 .C170 1.0018 6.3765 3s45.4:40 6.230B 3.6669 : 10 . 174 1.00;9 #.37E7 3553.4050 6.2931 9.6292 .;010 .C172 1.C015 6.3766 3s56.4130 6.2555 9.5916 .0010 .0171 1.0018 6.3756 f-+g 3s63.4180 6.2178 9.5539 .0:10 .0172 1.001E 6.37B9 3s6E.4230 6.1601 9.5162 ::10 .0169 1.C:16 6.37E9 { }
\- / 1973.429: 6.1425 9.4 96 ::1 .0174 1.0019 6.3787 Page 12
Calculation M96-0007, MUT/BWST Hytran Analysis Attachm:nt 9 l 3878.4330 6.1048 9.4409 .0010 .0172 1.0018 6.3788
/,_h 3883.4380 6.0671 9.4032 .0010 .0172 6.3788 l
i (_,) 3888.4430 6.0295 9.3656 .0010 .0174 1.0018 1.0019 6.3787 3893.4480 5.9918 9.3279 .0010 .0175 1.0019 6.3787 3898.4520 5.9541 9.2903 .0010 .0168 1.0018 6.3790 3903.4570 5.9165 9.2526 .0010 .0171 1.0018 6.3788 I 3908.4620 5.8788 9.2149 .0010 .0174 1.0019 6.3787 391: 4670 5 8412 9.1773 .0010 .0171 1.0018 6.3788 3918.4720 5.8035 9.1396 .0010 .0171 1.0018 6.3788 l 1 3923.4770 5.7658 9.1019 .0010 .0175 1.0019 6.3787 3928.4820 5.7282 9.0643 .0010 .0172 1.0018 6.3788 3933.4870 5.6905 9.0266 .0010 .0170 1.0018 6.3789 3938.4910 5.6528 8.9889 .0010 .0177 1.0019 6.3786 3943.4960 5.6152 8.9513 .0010 .0169 1.0018 6.3789 3948.5010 5.5775 8.9136 .0010 .0172 1.0018 6.3788 3953.5060 5.5398 8.8759 .0010 .0172 1.0018 6.3788 3958.5110 5.5022 8.8383 .0010 .0169 1.0018 6.3789 3963.5160 5.4645 8.8006 .0010 .0176 1.0019 6.3786 3968.5210 5.4268 8.7629 .0010 .0165 1.0018 6.3791 3973.5260 5.3892 8.7253 .0010 .0171 1.0018 6.3788 3978.5310 5.3515 8.6876 .0010 .0176 1.0019 6.3786 3983.5350 5.3138 8.6499 .0010 .0170 1.0018 6.3789 3988.5400 5.2762 8.6123 .0010 .0172 1.0018 6.3788 l 3993.5450 5.2385 8.5746 .0010 .0173 1.0019 6.3787 3998.5500 5.2008 8.5369 .0010 .0172 1.0018 6.3788 4003.5550 5.1632 8.4993 .0010 .0175 1.0019 6.3787 4008.5600 5.1255 8.4616 .0010 .0172 1.0018 6.3788 4013.5650 5.0878 8.4239 .0010 .0172 1.0018 6.3788 4018.5700 5.0502 8.3863 .0010 .0172 1.0018 6.3788 1 4023.5740 5.0125 8.3486 .0010 .0174 1.0019 6.3787 I 4028.5790 4.9749 8.3110 .0010 .0174 1.0019 6.3787 [T g ,/ 4033.5840 4038.5890 4.9372 4.8995 8.2733 8.2356
.0010
.0010
.0168
.0170 1.0018 1.0018 6.3789 6.3789 4043.5940 4.8619 8.1980 .0010 .0171 1.0018 6.3788 4048.5990 4.8242 8.1603 .0010 .0172 1.0018 6.3788
! 4053.6040 4.7865 8.1226 .0010 .0173 1.0019 6.3787 4058.6090 4.7489 8.0850 .0010 .0171 1.0018 6.3788 im 4063.6140 4.7112 8.0473 .0010 .0174 1.0019 6.3787 4068.6180 4.6735 8.0097 .0010 .0173 1.0018 6.3788 407?.6230 4.6359 7.9720 .0010 .0170 1.0018 6.3789 4078.6280 4.5982 7.9343 .0010 .0175 1.0019 6.3786 4083.6330 4.5606 7.8967 .0010 .0171 1.0018 6.3788 4088.6380 4.5229 7.8590 .0010 .0171 1.0018 6.3788 i 4093.6430 4.4852 7.8213 .0010 .0174 1.0019 6.3787 4098.6470 4.4476 7.7837 .0010 .0171 1.0018 6.3788
< 4103.6520 4.4099 7.7460 .0010 .0172 1.0018 6.3788 l 42 4108.6570 4.3722 7.7083 .0010 .0172 1.0018 6.3788
?5 P - 4113.6620 4.3346 7.6707 .0010 .0175 1.0019 6.3786 ; 4- 4118.6670 4.2969 7.6330 .0010 .0171 1.0018 ~6.3788 4123.6720 4.2593 7.5954 .0010 .0169 1.0018 '6.3789 4128.6770 4.2216 7.5577 .0010 .0177 1.0019 6.3786
- 4133.6820 4.1839 7.5200 .0010 .0166 1.0018 6.3790 4138.6870 4.1463 7.4824 .0010 .0173 1.0019 6.3787 4143.6910 4.1086 7.4447 .0010 .0174 1.0019 6.3787 4148.6960 4.0709 7.4070 .0
- 10 .0168 1.0018 6.3790 4153.7010 4.0333 7.3694 .001: .0174 1.:019 6.3757 4155.7060 3.9956 7.3317 .::10 .01'3 1.:218 6.3767 4163 7110 3.9579 7.2940 ::10 .C167 1.0:16 6.379:
4162.'16: 2.92'3 7.2564 .. 01'1 1.:Cis 6.37ES 4173.7: 10 3.s'26 7.2187 ::10 .01'3 1.3019 6.3787 4179.'260 3.6449 7.1810 .001C .01'; 1.0016 6.3788 g-^g 4133.'300 a.i:73 7.1434 .;;10 .C1'4 1.: ;9 6.37s7 - (s/ ) 418E.~35C 4193.'4:- 2.7696 2.7319 7.1057
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.:173 1.0019 1.-^1e 6.3757 6.3'e7 Page 13
Calculation M96-0007, MUT/BWST Hytran Analysis Attachment 9 4198.7450 3.6943 7.0304 .0010 .0170 1.0018 6.3789 -{ 4203.7500 3.6566 6.9927 .0010 .0170 1.0018 6.3788 4208.7550 3.6189 6.9550 .0010 .0173 1.0019 6.3787 4213.7600 3.5813 6.9174 .0010 .0171 1.0018 6.3788 ( J e 1 1 4 4 1 O i ! i .I x
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i-l l Calculation M96 0007, MUT/BWST Hytran Analysis Attachment 10 I l. 5.0002 30.2786 15.6855 5.9694 4.5329 -27.7118 267.5894 35.3104 10.0002 30.0729 5.5148 5.9193 4.4829 27.5276 265.1120 35.2365 15.0002 29.8764 5.3314 5.8709 4.4344 27.3519 262.7150 35.1641 20.0002 29.6887 5.1522 -5.8240 4.3876 27.1844 260.3973 35.0971 25.0002 29.5094 4.9832 5.7788 4.3423 27.0246 258.1576 35.0239 30.0002 29.3380 4.8178 5.7350 4.2985 26.8720 255.9907 34.9589 35.1002 29.1709 4.6518 5.6918 4.2554 26.7235' 253.8557 34.8905 40.2001 29.0113 4.4936 5.6502 4.2137 26.5817 251.7938 34.8237 45.3000 28.8585 4.3484 5.6099 4.1734 26.4463 249.8004 34.7530 i 50.4000 28.7121 4.2081- 5.5709 4.1344 26.3167 247.8710 34.6860 l , 55.4999 28.5718- 4.0716. 5 5332 4.0967 26.1925- 246.0042 34.6196 I 60.5998 28.4372 3.9404- 5.4967 4.0602 26.0737 244.1977 34.5542 i 65.6997 28.3081 3.8115 5.4613 4.0249 25.9598 242.4498 34.4928 l 70.7997 28.1845 3.6738 5.4272 3.9908 25.8509 240.7620 34.4365 l l 75.8996 28.0662- 3.5527 5.3943 3.9579 25.7467 239.1332 34.3735 L 80.9995 27.9526 3.4326 5.3625 3.9260 25.6468 237.5573 34.3166 i 86.0994 27.8437 3.3192 5.3317 3.8952 25.5511 236.0347 34.2599 I 91.1993 27.7392 3.2022 5.3020 3.8655 25.4594 234.5646 34.2045 l 96.2993 27.6389 3.0991 5.2733 3.8368 25.3714 233.1428 34.1454 101.3992 27.5424 3.0109 5.2454 3.8090 25.2869 231.7652 34.0888 106.4991 27.4493 2.9162 5.2184 3.7819 25.2054 230.4286 34.0343 111.5990 27.3596 2.8244 5.1922 3.7558 25.1270 229.1336 33.9795 116.6990 27.2733 2.7475 5.1669 3.7304 25.0516 227.8783 33.9251 I' 121.7989 27.1900 2.6630 5.1423 3.7058 24.9788 226.6603 33.8734 126.8988 27.1096 2.5818 5.1184 3.6819 24.9087 225.4788 33.8224 j 131.8990 27.0335 2.5062 5.0957 3.6592 24.8424 224.3546 33.7739 l l 136.8993 26.9600 2,4378 5.0736 3.6371 24.7784 223.2625 33.7250 l 141.8996 26.8889 2.3682 5.0522 3.6157 24.7165 222.2018 33.6774 l 146.8999 26.8202 2.2963 5.0313 3.5949 24.6568 221.1709 33.6306 151.9002 26.7537 2.2388 5.0111 3.5746 24.5990 220.1688 33.5846 156.9005 26.6893 2.1782 4.9914 3.5549 24.5430 219.1939 33.5398 161.9008 26.6269 2.1151 4.9722 3.5357- 24.4889 218.2455 33.4958 166.9012 26.5665 2.0566 4.9536 3.5171 24.4365 217.3228 33.4531 171.9015 26.5078 2.0087 4.9354 3.4989 24.3857 216.4245 33.4098 176.9018 26.4510 1.9524 4.9177 3.4813 24.3364 215.5496 33.3691 181.9021 26.3958 1.9015 4.9005 3.4640 24.2886 214.6972 33.3272 .i 186.9024 26.3422 1.8591 4.8837 3.4472 24.2423 213.8664 33.2872 l 191.9027 26.2902 1.8083 4.8673 3.4309 24.1973 213.0565 33.2487 196.9030 26.2396 1.7656 4.8514 3.4149 24.1535 212.2661 33.2095 201.9033 26.1904 1.7264 4.8358 3.3993 24.1110 211.4948 33.1718 206.9036 26.1425 1.6802 4.8206 3.3841 24.0697 210.7422 33.1350 211.9039 26.0959 1.6427 4.8057 3.3693 24.0295 210.0074 33.0972 216.9042 26.0505 1.6054 4.7912 3.3547 23.9903 2C9.2889 33.0612 221.9045 26.0063 1.5732 4.7770 3.3405 23.9522 208.5867 33.0259 226.9048 25.9632 1.5364 4.7631 3.3267 23.9151 207.9004 32.9911 231.9051 25.9212 1.5026 4.7496 3.3131 23.8789 207.2287 32.9563 236.9054 25.8801 1.4718; 4.7363 3.2998 23.8435 206.5710 32.9226 241.9057 25.8400 1.4451 4.7233 3.2868 23.8090 205.9268 32.8894 246.9060 25?8008 1.4122> 4.7105 3.2740 23.7753 205.2956 32.8568 251.9063 25.7625 1.3878 4.6980 3.2615 23.7424 204.6768 32.8245 256.9066 25.7250 1.3605 4.6857 3.2493 23.7102 204.0699 32.7931 261.9070 25.6883 1.3360 4.6737 3.2372 23.6787 203.4745 32.7618 266.9073 25.6524 1.3116 4.6619 3.2254 23.6479 202.8901 32.7308 271.9076- 25.6173 1.2888 4.6503 3.2135 23.6177 202.3162 32.7004 276.9079 25.5828 1.2668 4.6389 3.2024 23.5581 201.7520 32.6705 281.9082 25.5490 1.2423 4.6277 3.19'2 23.5591 201.1975 32.6416 286.9085 25.515B '1.2224 4.6167 3.16'2
. 23.5306 200.6523 32.6128 291.9088 25.4832 1 2029 4.6058 3.1634 23.5 27 200.1157 32.5936 296.9091 25.4512 1.1861 4.5951 3.15:- 23.4753 199.55'6 32.5554 301.9094 25.4198 1.1666 4.5946 3.14s2 23.4454 199.0676 32.527B
! 306.9097 25.3889 1.1492 4.5743 3.13 5 23.4220 198.5558 32.5000 311.9100 25.3566 1.1355 4.5641 3.12 6 23.3960 195.0511 32.4723 316.9103 25.3274 1.2810 4.5536 3.;1~1 13.:E94 197.5326 32.37: 3 1 321.9106 25.2932 1.2451 4.5421 3.1:56 23.3401 136.9615 32.4259 p Page 1
E
. LCalculation M96-0007, MUT/BWST Hytran Analysis Attachment 10
-326.9109 -25.2624 1.1511 4.5316 3.0952 23.3138 196.4454 32.1775 O 331.9112 336.9115 341.9118 25.2298 25.1988 25.1669 1,2224 1.2070 1.2162 4.5206 4.5101 4.4992 3.0841 3.0736 3.0628 23.2859 23.2595 23.2323 195.8990 195.3792 194.8418 32.3539 32.1329 32.1584 346.9121 25.1352 1.2080 4.4884 3.0520 23.2052 194.3060 32.1385 351.9124 25.1038 1.1950 4.4777 3.0412 23.1784 193.7749 32.1119 356.9128 25.0728 1.1818 4.4671 3.0306 23.1520 193.2496 32.0840 361.9131 25.0423 1.1666 4.4566 3.0201 23.1260 192.7304 32.0448 366.9134 25.0120 1.1625 4.4462 3.0097 23.1002 192.2155 32.0591 ;
371.9137 24.9821 1.1479 4.4358 2.9994 23.0747 191.7044 31.9854 ) 376.9140 24.9525 1.1405 4.4256 2.9892 23.0495 191.1990 31.9475 381.9143 24.9233 1.1144 '4.4155 2.9790 23.0246 190.6978 31.9028 386.9146 24.8951 1.0653 4.4057 2.9692 23.0006 190.2134 31.8967 ; 391.9169 24.8683 1.0210 4.3964 2.9599 22.9779 189.7531 31.8651 ) 396.9152 24.8422 1.0128 4.3873 2.9509 22.9557 189.3042 31.8329 ' 401.9155 24.8163 1.0167 4.3783 2.9418 22.9336 188.8555 31.8082 406.9158 24.7904 1.0074 4.3692 2.9328 22.9117 188.4087 31.7852 411.9161 24.7649 .9980 4.3603_ 2.9238 22.8900 187.9662 31.7608 416.9164 24.7396 .9862 4.3514 2.9150 22.8685 187.5280 31.7367 421.9167 24.7146 .9791 4.3427 2.9062 22.8473 187.0934 31.7122 426.9170 24.6899 .9713 4.3339 2.8975 22.8263 186.6620 31.6878 431.9173 24.6653 .9656 4.3253 2.8888 22.8055 186.2334 31,6639 , 436.9176 24.6410 .9597 4.3167 2.8802 22.7848 185.8077 31.6401 l 441.9179 24.6169 .9538 4.3081 2.8717 22.7644 185.3848 31.6170 446.9182 24.5929 .9479 4.2996 2.8632 22.7441 184.9648 31.5939 451.9185 24.5692 .9408 4.2912 2.8547 22.7240 184.5473 31.5704 456.9189 24.5456 .9358 4.2828 2.8464 22.7040 184.1323 31.5476 461.9192 24.5222 .9322 4.2745 2.8380 22.6842 183.7196 31.5244 l 466.9195 24.4989 .9255 4.2662 2.8297 22.6645 183.3093 31.5020 1 471.9198 24.4759 .9213 4.2579 2.8215 22.6450 182.9009 31.4795 476.9201 24.4529 .9176 4.2497 2.8132 22.6256 182.4943 31.4568 481.9204 24.4301 .9129 4.2415 2.8051 22.6063 182.0893 31.4342 486.9207 24.4074 .9108 4.2334 2.7969 22.5871 181.6862 31.4118 491.9210 24.3849 .9060 4.2253 2.7885 22.5680. 181.2848 31.3897 496.9213 24.3624 .9041 4.2172 2.7807 22.5491 180.8846 31.3673 ; 501.9216 24.3401 .8989 4.2091 2.7727 22.5302 180.4858 31.3461 I 506.9219 24.3179 .8959 4.2011 2.7646 22.5115 180.0888 31.3234 511.9222 24.2958 .8976 4.1931 2.75t4 22.4928 179.6924 31.3011 i 517.0210 24.2733 .8926 4.1849 2.7485 22.4738 179.2888 31.2798 522.1198 24.2510 8913 4.1768 2.7403 22.4550 178.8866 31.2568 527.2185 24.2287 .8896 4.1687 2.7322 22.4361 178.4852 31.2347 532.3173 24.2064 .8936 4.1606 2.7241 22.4174 178.0832 31.2120 537.4160 24.1841 .8890 4.1524 2.7160 22.3986 177 6815 31.1899 542.5148 24.1619 .8952 4.1443 2.7079 .22.3799 177.2798 31.1654 ; 547.6135 24.1397 .8911 4.1362 2.6997 22.3612 176.8769 31.1460 552.7123 24.1176 .8887 -4.1281 2.6916 22.3425 176.4751 31.1252 557.8110 24.0955 .8877 ;4.1200 2.6835 22.3240 176.0747 31.1024 562.9098 24.0735 .8894 14.1119 2.6754 22.3054 175.6737 31.0800 568.0085 24.0515 .8915>! 44.1038 2.6673 22.2869 175.2724 31.0574 573.1073 24.0296 .8860 4.0957 2.6592 22.2685 174.8719 31.0357 578.2061 24.0077 .8871' 4.0576 2.651' 22.2500 174.4715 31.0142 583.3048 23.9858 .8888 4.0795 2.643; 22.2317 174.0708 30.9912 588.4036 23.9640 .8869 '4.0714 2.6349 22.2133 173.6701 30.9703 593.5023 23.9422- .8881 4.;633 2.6266 22.1950 173.2692 30.9480 598.6011 23.92:4 .8867 4.;552 2.61i7 22.1767 172.8688 3C.9272 603.6998 23.8957 .8865 4. 47; 2.61:4 22.1594 172.46B2 :. 9049 608.7396 23.5770 .9935 4.: 390 2.6025 22.1402 172.0673 30.5623 613.6973 23.5553 .8926 4 ;3;9 2.5944 22.1220 171.6664 30.6605 615.9961 23.5337 .5866 4. 22B 2.5sil 22.1039 171.2655 3:.5399 624.0946 23.8120 .8563 4.;;47 2.57i2 22.0857 170.8645 30.8197 629.1936 23.7904 .8894 4.0066 2.57: 1 22.0676 170.4631 30.7942 634.2924 23.763E .8929 3.9994 2.56; 22.C495 170.0607 3:.7627 639.3911 23.7472 .8939 3.}913 2.553i 22.0314 169.6592 3;.7456
\ s! 644.4699 23.725E .6915 3.9522 2.545~ ;2.0133 169.2553 3;.74C7 Page 2
Calculation M96-0007, MUT/BWST Hytran Analysis Attachment 10 l 649.5886 23.7041 .8958 3.9740 2.5376 21.9953 168.8525 30.7186 I 654,6874 23.6826 .8986 3.9659 2.5294 21.9773 168.4496 30.6822 I 659.7861 23.6611 .8941 3.9577 2.5213 21,9593 168.0463 30.6662 664.8849 23.6396 .8942 3.9496 2.5131 21.9413 167.6427 30.6487 669.9836 23.6181 .8982 3.9414 2.5050 21.9233 167.2387 30.6243 675.0824 23.5967 .8915 3.9332 2.4968 21.9054 166.8345 30.6042 680.1812 23.5753 .8982 3.9251 2.4866 21.8875 166.4303 30.5813 685.2799 23.5538 .8989 3.9169 2.4804 21.8696 166.0254 30.5585 690.3787 23.5324 .9000 3.9087 2.4722 21.8517 165.6200 30.5374 695.4774 23.5110 .9012 3.9005 2.4640 21.8338 165.2142 30.5163 700.5762 23.4896 .9018- 3.8923 2.4558 21.8160 164.8080 30.4944 705.6749 23.4682' .9028 3.8841 2.4476 21.7981 164.4011 30.4738 710.7737 23.4469 .9010 3.8758 2.4394 21.7803 163.9945 30.4525 715.8724 23.4256 .8989 3.8676 2.4312 21.7626 163.5887 30,4314 ; 720.9712 23.4045 .8976 3.8595 2.4230 21.7449 163.1836 30.4104 1 726.0699 23.3833 .9004 3.8513 2.4148 21.7272 162.7781 30.3890 , 731.1687 23.3621 .8988 3.8431 2.4066 21.7096 162.3726 30.3678 1 736.2675 23.3410 .8971 3.8349 2.3984 21.6920 161.9678 30.3470 741.3662 23.3200 .8976 3.8267 2.3903 21.6745 161.5631 30.3251 746.4650 23.2990 .8991 3.8185 2.3821 21.6570 161.1582 30.3039 751.5637 23.2780 .8978 3.8103 2.3739 21.6395 160.7531 30.2837 756.6625 23.2570 .8962 3.8022 2.3657 21.6221 160.3487 30.2630 . 761.7612 23.2361 .8969 3.7940 2.3575 21.6047 159.9445 30.2413 766.8600 23.2152 .8987 3.7858 2.3494 21.5873 159.5398 30.2196 771.9587 23.1943 .8976 3.7776 2.3412 21.5700 159.1350 30.2000 777.0575 23.1735 .8963 3.7695 2.3330 21.5527 158.7306 30.1795 782.1563 23.1527 .8972 3.7613 2.3248 21.5354 158.3264 30.1580 , 787.2550 23.1320 .8991 3.7531 2.3167 21.5181 157.9215 30.1360 I 792.3538 23.1112
.8983 3.7449 2.3085 21.5009 157.5162 30.1168 797.4525 23.0905 .8972 3.7368 2.3003 21.4837 157.1115 30.0963 802.5513 23.0699 .8982 3.7286 2.2921 21.4666 156.7068 30.0750 i 807.6500 23.0492 .9003 3.7204 2.2839 21.4494 156.3015 30.0535 O 812.7488 817.8475 822.9463 23.0285 23.0079 22.9873
.8997
.8988
.8999 3.7122 3.7040 3.6958 2.2757 2.2675 2.25S3 21.4323 21.4152 21.3981 155.8957 155.4902 155.0848 30.C339 30.0134 29.9922 1
828.0450 22.9667 .9021 3.6876 2.2511~ 21.3811 154.6787 29.9708 833.1438 22.9461 .9017 3.6794 2.2429. 21.3640 154.2718 29.9514 838.2426 22.9256 .9009 3.6712 2.2347' 21.3470 153.8656 29.9309 843.3413 22.9051 .9020 3.6629 2.2265 21.3301 153.4593 29.9097 848.4401 22.8846 .9044 3.6547 2 2183+ 21.3131 153.0521 29.8884 853.5388 22.8641 .9043 3.6465 2.21001 21.2961 152.6443 29.8691 858.6376 22.8436 .9034 3.6382 2.2018 21.2792 152.2366 29.8487 863.7363 22.8231 .9046 3.6300 2.1935 21.2623 151.8294 29.8272 i 868.8351 22.8027 .9071 3.6218 2.1553 21.2454 151.4212 29.8062 873.9338 22.7822 .9072 3.6135 2.1770 21.2284 151.0118 29.7871 879.0326 22.7618 .9062 3.6052 2.16 S B a 21.2115 150.6032 29.7666 884.1313 22.7414 .9074 3.5970 2.16052 21.1947 150.1946 29.7450 889.2301 22.7210 .9102 3.5887 2.1522: -21.1779 1149.7849 29.7241 894.3289 22.7006 .9105 3.5804 2.1439i' 21.1610" 149.3743 29.7052 899.4276 22.6802 .9094 3.5721 2.1356f 21.1442 148.9642 29,6847 904.5264 22.6599 .9103 3.5638 2.1274 21.1275 148.5540 29.6628 909.6251 22.6395 .9135 3.5555 2.1190 21.1107 148.1430 29.6422 914.7239 22.6192 .9141 3.5472 2.11:7: 21.0939 147.7308 29.6232 919.8226 22.5988 .9128 3.5389 2.1024 21.0772 147.3191 29.6029 924.9214 22.5786 .9133 3.5305 2.C941 21.0605 146.9077 29.5810 930.0201 22.5583 .9171 3.5222 2.C'57 21.0438 146.4951 29.5E02 935,1159 22.5380 .9177 3.513B 2.04 21.0270 146.05:4 29.5410 940.2177 22.5177 .9161 3.5055 2.C690 21.0103 145.6650 29.5212 345.3164 22.4975 .915B 3.4971 2.C6:7 13.9537 145.2552 29.4995 950.4152 22.4772 .9204 3.4865 2.0523 20.9771 144.6413 29.4784 955.5139 22.4569 .92C9 3.4B04 2.0439 20.9604 144.4259 29.4591 960.6127 22.4367 .9159 3.472; 2.0255 20.9436 ;44.;110 29.4402 965.7114 22.4165 .9177 3.4636 2.02'2 2;.9272 143.5970 29.419B 970.9102 22.3964 .9233 3.4553 2. ;;5 20.9106 143.1922 29.3973 Page 3
l l Calculation M96-0007, MUT/BWST Hytran An:ilysis Attachment 10
,s 975.9089 22.3761 .9322 3.4468 2.0104 20.8940 142.7647 29.3752 I
( 981.0077 22.3558 .9282 3.4384 2.0019 20.8773 142.3458 29.2920
\_, 986.1064 22.3355 .9306 3.4299 1.9934 20.8607 141.9274 29.3524 i 991.2052 22.3154 .9260 3.4215 1.9850 20.8442 141.5107 29.3275 996.3040 22.2952 .9363 3.4130 1.9766 20.8276 141.0922 29.3083 I 1001.4030 22.2749 .9324 3.4045 1.9681 20.6110 140.6720 29.3037 1006.5010 22.2547 .9359 3.3960 1.9596 20.7944 140.2507 29.2463 1011.6000 22.2344 .9378 3.3875 1.9510 20.7778 139.8281 29.2841 1016,6990 22.2140 .9450 3.3789 1.9425 20.7611 139.4045 29.2741 l 1021.7980 22.1937 .9546 3.3703 1.9339 20.7445 138.9799 29.1081 1026.8960 22.1733 .9596 3.3617 1.9253 20.7278 138.5542 29.0672 1031.9950 22.1530 .9652 3.3531 1.9166 20.7111 138.1275 29.0226 1037.0940 22.1326 .9722 3.3445 1.9080 20.6945 137.6998 28,9714 1042.1930 22.1121 .9823 3.3358 1.8993 20.6778 137.2711 28.9639 1047.2920 22.0917 .9933 3.3271 1.8907 20.6611 136.8416 28.9117 1052.3900 22.0713 .9732 3.3184 1.8820 20.6444 136.4108 29.3273 1057.4890 22.0508 .9790 3.3097 1.8732 20,6277 135.9792 29.3697 1062.5880 22.0303 .9878 3.3009 1.8645 20.6110 135.5466 29.4334 1067.6870 22.0098 .9523 3.2922 1.8557 20.5942 135.1129 29.5227 1072.7850 21.9893 .9536 3.2834 1.8469 20.5775 134.6784 29.5956 1077.8840 21.9688 .9547 3.2746 1.8381 20.5607 134.2426 29.6002 1082.9830 21.9483 .9117 3.2658 1.8293 20.5440 133.8068 29.5651 1088.0820 21.9280 .9528 3.2571 1.8206 20.5275 133.3753 28.9300 1093.1800 21.9081 .9548 3.2485 1.8120 20.5113 132.9504 28.8807 1098.2790 21.8875 .9238 3.2396 1.8031 20.4945 132.5101 29.3626 1103.3780 21.8671 .9592 3.2308 1.7943 20.4779 132.0757 28.8670 1108.4770 21.8472 .9412 3.2222 1.7857 20.4617 131.6491 28,8281 1113.5750 21.8271 .9405 3.2135 1.7770 20.4453 131.2173 28.8319 1118.6740 21.8075 .9274 3.2050 1.7685 20.4294 130.7965 28.8106 1123.7730 21.7879 .9418 3.1964 1.7600 20.4135 130.3752 28.7868 1128.8720 21.7683 .9314 3.1879 1.7514 20.3975 129.9528 28.7673
(} i'~j 1133.9700 1139.0690 21.7487 21.7292
.9392
.9302 3.1794 3.1709 1.7429 1.7344 20.3816 20.3658 129.5308 129.1097 28.7498 28.7245 1144.1680 21.7097 .9449 3.1623 1.7259 20.3499 128.6864 28.7093 t 1149.2670 21.6901 .9329 3.1538 1.7173 20.3340 128.2633 28.6856 1154.3650 . 6706 .9502 3.1452 1.7087 20.3182 127.8385 28.6686 1 1159.4640 21.6510 .9329 3.1366 1.7001 20.3023 127.4128 28.6596
& 1164.5630 21.6314 .9606 3.1280 1.6915 20.2864 126.9864 28.6247 1169.6620 21.6116 .9451 3.1192 1.6828 20.2703 126.5545 28.6218
- 1174.7600 21.5920 .9626 3.1106 1.6741 20.2545 126.1277 28.5820 1179.8590 21.5721 .9595 3.1018 1.6653 20.2383 125.6921 28.5797 1184.9580 21.5525 .9545 3.0932 1.6567 20.2225 125.2647 28.5414 1190.0570 21.5327 .9689 3.0844 1.6479 20,2064 124.8292 28,5342 1195.1550 21.5131 .9432 3.0757 1.6392 20.1906 124.3991 28.5031 1200.2540 21.4934 .9670 3.0669 1.6305 20.1747 123.9673 28.4883 s i. 1205.3530 21.4737 .9493 3.0582 1.6217 20.1587 123 5334 28.4822 L4 1210.4520 21.4543 .9550 3.0495 1.6131 20.1431 123.1061 28.4477
. ;ih?' 1215.5500 21.4347 .9599 3.0408 1.6043 20.1272 122,6733 28.4360 tF4) -
- 1220.6490 21.4154 .9467 3.0321 1.5957 20.1116 122.2452 28.4129 YU 1225.7480 21.3961 .9528 3.0235 1.5870 20.0960 121.8178 28.3925 1230.8470 21.3767 .9523 3.0148 1.5764 20.0803 121.3876 28.3770 1235.9450 21,3574 .9510 3.0061 1.5697 20.0647 120.9588 28.3556 1241.0440 21.3351 .9536 2.9975 1.5610 20.C492 120 5295 29.3356 1246.1430 21.3187 .9561 2.99B9 1.5523 20.0336 120.0987 28.3161 1251.242: 21.2993 .9606 2.9000 1.5436 20.0179 119.6667 28.2962 1256.3400 21.2799 .9634 2.9713 1.5345 20.0023 119.2333 2a.2764 1261.4390 21.2605 .9661 2.9625 1.526: 19.9667 l '. B . 7 9 9 8 26.2571 1266.5350 21.2411 .9679 2.9537 1.51~2 19.971: .19.3632 26.2375 1271.6371 21.2216 .9693 2.9449 . 5164 19.9553 .1".9271 2s.2179 1276.735; 21.2022 .9703 2.9360 1.4996 19.9397 117.4901 2s.1953 12B1.6340 21.1927 .9741 2.9272 1.4907 19.924C ;17.0519 28.1781
'~x 1256.9330 21.1632 .9760 2.91s3 1.4519 19. E3 .16.6126 28.1582 I 1292.0321 21.1437 .9756 2.9094 1.473: 19.5927 .it.1724 2s.1363 .\' / 1297.13:: 21.1241 .SsN 2.9;;5 1.4641 19.5769 .15.7308 2s.1190 Page 4
i Calculation M96-0007, MUT/BWST Hytran Analysis Attachmtnt 10 i 1302.2290 21.1046 .9821. 2.8915 1.4551 19.8612 115.2882 28.0995 1307.3280 21.0850 .9853 2.8826 1.4461 19,8455 114.8448 28.0794 i 1312.4270 21.0654 .9864 2.8736 1.4372 19.8298 114.4007 28.0593 1317.5260 21.0459 .9889 2.8646 1.4282 19.8141 113.9555 28.0396 1322.6240 21.0263 .9908 2.8556 1.4191 19.7984 113.5094 28.0195 l 1327.7230 21.0066 .9927 2.8466 1.4101 19,7826 113.0622 27.9998 1332.8220 20.9870 .9949 2.8375 1.4010 19.7669 112.6141 27.9802 1337.9210 20.9674 .9984 2.8284 1.3920 19.7511 112.1649 27.9586 1343.0190 20.9476 1.0023 2.8193 1.3828 19.7354 111.7135 27.9399 1348.1180 20.9279 1.0054 2.8102 1.3737 19.7196 111.2612 27.9144 1353.2170 20.9080 1.0167 2.8009 1.3645 19.7036 110.8041 27.8989 1358.3160 20.8881 1.0082 2.7917 1.3552 19.6877 110.3470 27.8807 1363.4140 20.8675 1.0374 2.7821 1.3456 19.6712 109.8717 -27.8722 L 1368.5130 20.8469 1.0405 2.7725 1.3360- 19.6548 109.3972 27.8553 j 1373.6120 20.8264 1.0440 2.7629 1.3265 '19.6384 108.9230 27.8337 l 1378.7110 20.8059- 1.0575 2.7533- 1.3169 19.6220 108.4479 27.8067 l 1383.8090 20.7853 1.0604 2.7437 1.3072 19.6056 107.9721 27.7850
.1388.9080 20.7648 1.0625 2.7341 1.2976 19.5892 107.4964 27.7630 1394.0070 20.7443 1.0607 2.7245 1.2880 19.5728 107.0203 27.7442
! 1399.1060 20.7243 .9562 2.7150 1.2786 19.5568 106.5534 27.8021 1404.2040 20.7044 1.0612 2.7056 1.2692 19.5409 106.0885 27.6942 i 1409.3030 20.6841 1.0236 2.6961 1.2596 19.5248 105.6149 27.7524 1414.4020 20.6642 1.0615 2.6867 1.2502 19.5089 105.1502 27.6531 l 1419.5010 20.6438 1.0697 2.6770 1.2406 19.4927 104.6733 27.6368 4 l 1424.5990 20.6236 1.0057 2.6674 1.2310 19.4766 104.1987 27.6876 1 L 1429.6980 20.6036 1.0653 2.6580 1.2215 19.4607 103.7293 27.5928 l 1434.7970 20.5834 .1.0129 2.6483 1.2119 19.4446 103.2538 27.6361 i 1439.8960 20.5634 1.0653 2.6388 1.2024 19.4287 102.7828 '27.5536 1444.9940 20.5432 1.0540 2.6292 1.1927 19.4127 102.3062 27.9413 1450.0930 20.5228 1.0732 2.6195 1.1830 19.3965 101.8247 27.5151 1455.1920 20.5026 1.0467 2.6098 1.1733 19.3804 101.3449 27.7598 l T 1460.2910 20.4821 1.0680 2.6000 1.1635 27.4776 19.3642 100.8607
/ 1465.3890 20.4618 1.0685 2.5902 1.1538 19.3480 100.3784 27.4646 1470.4880. 20.4414 1.0839 2.5804 1.1440 19.3318 99.8927 27.4684 1475.5870 20.4210 1.0609 2.5706 1.1341 19.3156 99.4060 27.6165 -
1480.6860 20.4005 1.0821 2.5607 1.1243 19.2994 98.9184 27.3882 , 1485.7840 20.3802 1.0881 2.5509 1.1145 19.2833 98.4324 27.2291 1490.8830 20.3598 1.0800 2.5411 1.104e 19.2671 97.9449 27.3492 1495.9820 20.3394 1.0903 2.5312 1.0947 19.2510 97.4571 27.3081 1501.0810 20.3190 1.0829 2.5213 1.0849 19.2349 96,9681 27.3147 . 1506,1790 20.2986 1.0845 2.5114 1.0750 19.2187 96.4781 27.2909 . 1511.2780 20.2782 1.0911 2.5015 1.0650 19.2026 95.9864 27.2625 1516.3770 20.2578 -1.0913 2.4915 1.0551 19.1865 95.4939 27.2448 1521.4760 20.2374 1.0935 2.4816 1.0451 19.1703 95.0009 27.2196 1526.5740 20.2169 1.1082 2.4716 1.0351 19.1541 94.5058 27.1301 1531.6730 20.1964 1.1064 2.4615 1.0251 19.1380 94.0104 27.1678 v.
-1536.7720 20.1760 1.1062 2.4515 1.0151 19.1218 93.5141 27.1413 -
51541,8710 20.-1555 1.0981 2.4415 1.0050 19.1057 93.0160 27.1358; ,4
~,
31546.9690 20.1351 1.1350 2.4314 .9950 19.0896 92.5208 27.0735: c 1552l0680 20.'1146 1.0978 2.4214 .9849 19.0735 92.0215 27.1011 - 1557.1670 20.0942 1.0979 2.4113 .9748 19.0574 91.5240 27.0711 1562.2660 20.0740 1.0869 2.4013 .9649 19.0415 91.0300 .27.0656 1567.3650 20.0538 1.0955 2.3913 .9549 19.0255 90.5350 27.0354 1572.4630 20.0338 1.0907 2.3814 .9449 .19.0098 90.0436 27.0152 1577.5620 20.0138 1.1073 2.3715 .9350 18.9941 69.5531 26.9927 1582.6610 19.9937 1.1039 2.3615 .9250 16.97E2 59.0566 26.9778 1587.7600 19.9736 1.1015 2.3515 .9150 16.9624 s3.5636 26.9622 1592.6580 19.9535 1.0912 2.3415 .9050 19.9467 65.0699 26.9477 i 1597.9570 19.9335 1.0831 2.33 5 .8950 . s.9310 67.5750 26.9271 ! 1603.0560 19.9134 1.0926 2.3215 .8650 15.9152 87.07E4 27.0110 1608.1550 19.8934 1.0950 2.3114 .8750 15.6995 86.5817 26.8833 l 1613.2530 19.B733 1.1015 2.3014 .B649 .E.EE37 56.0838 26.6625 1618.3520 19,3533 1.1225 2.2913 .8548 10.9650 s5.5862 26.9735 1623.4510 19.8334 1.1312 2.2913 .8449 16.8524 B5.0903 26.2973 Page5
Calculation M96-0007, MUT/BWST Hytran Analysis Attachment 10 1628.5500 19.8134 1.0948 2.2713 .8348 18.8368 84.5942 26.3175 [ s\ 1633.6480 19.7936 1.0898 2.2612 .8248 18.8212 84.0983 26.9875 t \s- 1638.7470 19.7736 1.1098 2.2512 .8147 18.8057 83.6005 26.7552 1643.8460 19.7537 1.1107 2.2411 .8046 18.7901 83.1015 26.4922 1648.9450 19.7341 1.1382 2.2311 .794' 18.7747 82.6088 26.5894 1654.0430 19.7144 1.0977 2.2212 7847 16.7593 82.1157 26.7787 1659.1420 19.6945 1.1373 2.2110 .7746 18.7437 61.6134 26.5936 1664.2410 19.6747 1.1135 2.2010 .7645 18.7283 81.1156 26.6524 1669.3400 19.6547 1.1219 2.1908 .7543 18.7127 80.6106 26.6338 1674.4380 19.6346 1.1226 2.1805 .7440 18.6970 80.1034 26.6132 1679.5370 19.6145 1.1259 2.1702 7338 18.6813 79.5959 26.5973 1684.6360 19.5945 1.1313 2.1600 .7235 18.6657 79.0887 26.5710 1689.7350 19.5744 1.1308 2.1497 .7132 18.6501 78.5794 26.5547 1694.8330 19.5544 1.1332 2.1394 .7029 18.6344 78.0692 26.5.135 1699.9320 19.5343 1.1384 2.1291 .6926 18.6188 77.5574 26.4793 1705.0310 19.5142 1.1361 2.1187 .6822 18.6031 77.0452 26.6588 1710.1300 19.4941 1.1446 2.1083 .6719 18.5875 76.5319 26.4440 1715.2280 19.4740 1.1270 2.0979 .6615 18.5719 76.0179 26.5717 1720.3270 19.4539 1.1332 2.0876 .6511 18.5563 75.5039 26.5154 1725.4260 19.4339 1.1393 2.0772 .6407 18.5407 74.9902 26.4066 1730.5250 19.4138 1.1479 2.0668 .6303 18.5251 74.4757 26.3279 1735.6230 19.3938 1.1412 2.0563 .6199 18.5095 73.9595 26.3504 1740.7220 19.3737 1.1432 2.0459 .6095 18.4940 73.4433 26.2834 1745.8210 19.3537 1.1531 2.0354 .5990 18.4784 72.9255 26.5806 1750.9200 19.3336 1.1448 2.0250 .5885 18.4629 72.4080 26.3078 1756.0180 19.3136 1.1448 2.0145 .5781 18.4474 71.8907 26.2971 1761.1170 19.2937 1.1531 2.0041 .5677 18.4320 71.3749 26.2310 1766.2160 19.2738 1.1426 1.9937 .5572 18.4166 70.8579 26.2495 1771.3150 19.2538 1.1497 1.9832 .5467 18.4011 70.3388 26.2274 1776.4130 19.2339 1.1525 1.9727 .5362 18.3856 69.8184 26.2105 1781.5120 19.2139 1.1542 1.9621 .5257 18.3702 69.2979 26.1835 [} ( ,/ 1786.6110 1791.7100 19.1939 19.1740 1.1572 1.1528 1.9516 1.9411
.5151
.5046 18.3548 18.3394 68.7766 68.2563 26.3535 26.1346 1796.8080 19.1541 1.1600 1.9305 .4941 18.3240 67.7349 26.0912 1801.9070 19.1343 1.1559 1.9200 .4835 18.3087 67.2131 26.1283 1807.0060 19.1144 1.1537 1.9095 .4730 18.2934 66.6917 26.0882 1812.1050 19.0946 1.1650 1.8989 .4625 18.2781 66.1701 26.1696 1817.2030 19.0748 1.1583 1.8884 .4519 18.2628 65.6482 26.0604 1822.3020 19.0550 1.1611 1.8778 .4414 18.2476 65.1266 26.0235 1827.4010 19.0353 1.1675 1.8673 .4309 18.2324 64.6057 25.8331 1832.5000 19.0156 1.1614 1.8568 .4203 18.2172 64.0833 26.0076 1837.5990 18.9959 1.1581 1.8462 .4097 18.2020 63.5612 25.9586 1842.6970 18.9762 1.1587 1.8357 .3992 18.1869 63.0391 25.9705 1847.7960 18.9566 1.1569 1.8251 .3886 18.1718 62.5171 25.9082 1852.8950 18.9369 1.1578 1.8145 .3751 18.1567 61.9948 25.9009 1857.9940 18.9174 1.1572 1.8040 .3675 18.1417 61.4726 25.9057 1863.0920 18.8978 1.1594 1.7934 .3570 18.1266 60.9503 25.8595 1868.1910 18.8783 1.1608 1.7829 .3464 18.1116 60.4279 25.8372 1873.2900 18.8587 1.1592 1.7723 .3359 18.0966 59.9053 25.8372 1878.3890 18.8392' 1.1603 1.7618 .3253 18.0817 59.3827 25.9492 1883.4870 18.8198 1.1590 1.7512 .3147 18.0668 5C.8600 25.7869 1888.5960 18.8003 1.1614 1.7406 .3 42 18.0519 59.3371 25.8957 1893.6850 18.7809 1.1593 1.7301 .2936 18.0370 57.8144 25.7368 1898.7840 18.7616 1.1614 1.7195 .2630 18.0222 57.2917 25.8649 1903.8920 18.7422 1.1613 1.7089 .2725 '.6,0n74 56.7690 25.9026 1908.9610 18.7230 1.~516
. 1.6954 .26*9. '. 7 9927 56.2471 25.6915 1914.C300 18.7037 1.1547 1.6979 .25'4. 17.9779 55.7247 25.7663 1919.1790 18.6644 1.1532 1.6773 . 2 4 '. i *7.9632
. 55.2024 25.5920 1924.27'O 18.6652 1.1548 1.6667 .23.3 17.9465 54.3756 25.73E2 1929.376C 16.646C 1.1599 1.6561 .2197 17.9339 54.1566 25.5744 1934.4750 18.6266 1.149C 1.6456 .2C91 17.9192 53.6336 25.5833 fN 1939.574C 18.6077 1.1571 1.6350 .19i6 17.9:46 53.1113 25.5676
\ / 1944.6720 16.58e6 1.1602 1.6245 .lia: l'.D90. 52.5566 25.6636
\- 194'.'7*C :5.5695 1.1727 1.6139 .1~~4 17.9755 52.0660 25.6179 Page6
i i
.l Calculation M96-0007, MUT/BWST Hytran Analysis Attachmsnt 10 i l
1954.8700 18.5503 1.1710 1.6033 .1668 17.8609 51.5411 25.5527
, 1959.9690 18.5311 1.1767 1.5926 .1561 17.8463 51.0119 25.6252 1965.0670 18.5118 1.1790 1.5819 .1454 17.8316 50.4809 25.4866 1 1970.1660 18.4924 1.1831 1.5711 .1346 17.8169 49.9484 25.5846 '
1975.2650 18.4731 1.1846 1.5603 .1239 17.8022 49.4147 25.4479 1980.3640 18.4537 1.1886 1.5495 .1130 17.7874 48.8797 25.5438 1 1985.4620 18.4343 1.1897 1.5387 .1022 17.7727 48.3436. 25.4094 l 1990.5610 18.4149 1.1923 1.5278 .0000 17.7580 47.8070 25.5032 ' 1995.6600 18.3956 1.1905 1.5168 0000 17.7433 -47.2700 25.3678 2000.7590 18.3762 1.1947 1.5059 .0000 17.7286 46.7326 25.4582 2005.8570 18.3568 1.1927 1.4949 .0000 17.7140 46.1948 25.4425 2010.9560 18.3374 1.1942 1.4840 .0000 17.6993 45.6569 25.4191 2016.0550 18.3181 1.1954 1.4730 .0000 17.6847 45.1186 '25.3995 l 2021.1540 18.2988 1.1945 1.4620 .0000 17.6701 44.5799 25.2810~ l 2026.2520 18.2795 1.1966 1.4511 .0000 17.6556 44.0409 25.3880 2031.3510 18.2602 1.1979 1.4401 .0000 17.6410 43.5016 25.3701 2036.4500 18.2410 1.1979 1.4291 .0000 17.6265 42.9621 25.3505 2041.5490 18.2218 1.1958 1.4181 .0000 17.6120 42.4224 25.2036-2046.6470 18.2025 1.1973 1.4071 .0000 17.5975 41.8822 25.1839 2051.6510 18.1839 1.2022 1.3969 .0000 17.5833 41.3517 25.2899 2056.6560 18.1651 1.2055 1.3861 .0000 17.5691 40.8201 25.2340 2061.6600 18.1462 1.2065 1.3753 .0000 17.5548 40.2875 25.2157 l 2066.6650 18.1273 1.2081 1.3644 .0000 17.5406 39.7546 25.2310 2071.6700 18.1085 1.2048 1.3535 .0000 17.5265 39.2213 25.0915 2076.6750 18.0896 1.2085 1.3426 .0000 17.5123 38.6877 25.1938 l 2001.6800 18.0708 1.2095 1.3317 .0000 17.4982 38.1537 25.1733 2086.6850 18.0519 1.2117 1.3207 .0000 17.4840 37.6191 25.1119 , 2091.6900 18.0331 1.2129 1.3097 .0000 17.4699 37.0840 25.0921 2096.6950 18.0143 1.2119 1.2987 .0000 17.4558 36.5484 25.1175 2101.6990 17.9954 1.2145 1.2877 .0000 17.4417 36.0125 25.0508 2106.7040 17.9769 1.1630 1.2768 .0000 17.4279 35.4837 25.1048 1.2662 .0000 34.9710 O 1.1278 2111.7090 17.9589 17.4144 25.0817 2116.7140 17.9408 1.2468 1.2556 .0000 17.4009 34.4551 24.9500 2121.7190 17.9229 1.1405 1.2449 .0000 17.3875 33.9409 25.0471 2126.7240 17.9050 1.1347 1.2343 .0000 17.3742 33.4292 25.0257 2131.7290 17.8871 1.1341 1.2237 .0000 17.3609 32.9171 25.0052 2136.7340. 17.8692 1.1333 1.2130 .0000 17.3476 32.4052 24.9847 2141.7390 17.8513 1.1346 -1.2024 .0000 17.3343 31.8929 24.9670 2146.7430 17.8336 1.1395 1.1917 .0000 17.3211 31.3826 24.9461 2151.7480 17.8160 1.2271 1.1811 .0000 17.3081 30.8768 24.7785 2156.7530 17.7982 1.1442 1.1704 .0000 17.2949 30.3650 24.9046 2161.7580 17.7805 1.1487 1.1598 .0000 17.2819 29.8581 24.8892 2166.7630 17.7630 1.1449 1.1491 .0000 17.2688 29.3516 24.8697 2171.7680 17.7453 1.1522 1.1384 .0000 17.2558 28,8439 24.8500 2176.7730 17.7276 1.1579 1.1276 .0000 17.2428 28.3334 24.8320 2181.7780 17.7099 1.1606 1.1167 .0000 17.2297 27.8209 24.8134 2186.7820 17.6920 1.1664 1.1057 .0000 17.2166 27.3066 24.7946 2191.7870 17.6742 1.1698 1.0947 .0000 17.2035 26.7904 24.7761 2196.7920 17.6562 1.1745 1.0836 .0000 17.1903 26.2723 24.7572 2201.7970 17.6382 1.1791 1.0724 .0000 17.1771 25.7525 24.7386 2206.8020 17.6202 1.1821 1.0611 .0000 17.1639 25.2310 24.7197 2211.8070 17.6020 1.1867 1.0497 .0000 17.1507 24.7074' 24.7006
- 2216.8120 17.5839 1.1891 1.0381 .0000 17.1375 24.1823 24.6824
! 2221.8170 17.5656 1.1942 1.0265 .0000- .17.1242 23.6559 24.6625 2226.8220 17.5473 1.1961 1.0147 .0000 17,1109 23.1280 24.6441 2231.6260 17.5285 1.1994 1.0027 .0000 17.C977 22.5965 24.6247 2236.8310 17.5102 1.2C38 .9903 .0000 17.0544 22.0675 24.6G56 2241.8360 17.4917 1.2047 .9763 .0000 17.C711 21.5353 24.5967 2246.8410 17.4731 1.2077 .9659 .0C00 17.0575 21.0020 24.5677 I 2251.8460 17.4544 1.2095 .9534 .0000 17.0445 20.4676 24.54e5 l 2256.8510 17.4356 1.2124 .9406 .0000 17.0312 19.9320 24.5286 l 2261.8560 17.4167 1.2169 .9277 .0000 17.0178 19.3952 24.5093 j 2265.5610 17.3978 1.21E3 .9146 .0000 17.0045 18.E570 24.4904 l '\d 2271.8650 17.3787 1.2205 .9012 .0000 16.9912 15.3178 24.4702 Page 7 l
l \ l Calculation M96-0007, MUT/BWST Hytran Analysis Attachment 10 2276.8700 17.3595 1.2256 .8876 .0000 16.9779 17.7775 24.4508 2281.8750 17.3403 1.2241 .8738 .0000 16.9645 17.2363 24.4318 2286'.8800 17.3210 1.2272 .8598- .0000 16.9512 16.6948 24.4119- j 2291.8850 17.3015 1.2272 .8455 .0000 16.9379 16.1527 24.3923 i 2296.8900 17.2820 1.2200 .8310 .0000 16.9246 15.6100 24.3726 2301.8950 17.2623 1.2286 .8162 .0000 16.9114 15.0668 24.3528 2306.9000 17.2426 1.2301 .8012 .0000 16.8981 14.5231 24.3325 2311.9050 17.2227 1.2313 .7858 .0000 16.8849 13.9789 24.3126 2316.9090 17.2028 1.2333 7701 .0000 16.8716 13.4341 24.2922 2321.9140 17.1826 1.2337 7541 .0000 16.8584 12.8888 24.2721 2326.9190 17.1624 1.2334 7377 .0000 16.8451 12.3435 24.2524 2331.9240 17.1420 1.2336 7211 .0000 16.8319 11.7985 24.2316 2336.9290 17.1215 1.2320 .7040 .0000 16.8188 11.2536 24.2116 l 2341.9340 17.1009 1.2324 .6865 .0000 16.8057 10.7088 24.1908 2346.9390 17.0801 1.2318 .6685 .0000 16.7926 10.1640 24.1705 2351.9440 17.0591 1.2310 .6502 .0000 16.7796 9.6198 24.1495 2356.9480 17.0380 1.2297 .6313 .0000 16.7665 9.0760 24.1287 2361.9530 17.0166 1.2281 .6118 .0000 16.7536 8.5326 24.1077 2366.9580 16.9950 1.2253 .5918 .0000 16.7406 7.9901 24.0864 2371.9630 16.9733 1.2234 .5711 .0000 16.7277 7.4485 24.0653 2376.9680 16.9512 1.2215 .5497 .0000 16.7149 6.9078 24.0440 2381.9730 16.9288 1.2199 .5275 .0000 16.7020 6.3684 24.0224 2386.9780 16.9062 1.2166 .5044 .0000 16.6893 5.8306 24.0004 2391.9830 16.8832 1.2102 .4803 .0000 16.6766 5.2943 23.9785 2396.9880 16.8597 1.2047 .4551 .0000 16.6640 4.7602 23.9567 2401.9920 16.8358 1.1992 .4286 .0000 16.6515 4.2285 23.9337 2406.9970 16.8113 1.1929 .4005 .0000 16.6390 3.6995 23.9112 2412.0020 16,7860 1.1839 .3706 .0000 16.6267 3.1741 23.8882 i 2417.0070 16.7600 1.1746 .3383 .0000 16.6145 2.6526 23.8645 2422.0120 16.7327 1.1642 .3031 .0000 16.6024 2.1356 23.8395 , 2427.0170 16.7039 1.1538 .2638 .0000 16.5904 1.6237 23.8117 ! 2432.0220 16.6724 1.1398 .2182 .0000 16.5786 1.1169 23.7854 2437,0270 16.6355 1.2004 .1600 .0000 16.5667 .6055 23.7453 l 2442.0310 16.5799 1.1698 .0589 .0000 16.5546 .0843 23.6129 2447.0360 15.1511 .1663 -3.2440 .0000 ,16.5460 .2868 22.6535 2452.0410 15.1348 .0069 -3.2817 .0000 ;16.5459 .2901 22.9027 2457.0460 15.1387 .0054 -3.2727 .0000 .16.5459 .2893 22.8930 2462.0510 15.1430 .0077 -3.2627 .0000 16.5459 .2884 22.8775 2467,0560 15 1458 .0070 -3.2562 .0000 16.5459 .2878 22.8574 2472.0610 15.1489 .0041- -3.2490 .0000 16.5459 .2872. 22.8367 2477.0660 15.1516 .0033 -3.2428 .0000 16.5460 .2867' 22.8165 2482.0710 15.1544 .0022 -3.2364 .0000 16.5460 .2861 22.7963 2487.0750 15.1567 .0034 -3.2310 .0000 16.5460 .2856 22.7759 2492.0800 15.1590 0027 -3.2257 .0000 16.5460 .2852 22.7551 2497.0850 15.1612 .0022 -3.2205 .0000 16.5460 .2847 22.7347 2502.0900 15.1632 .0022 -3.2158 .0000 16.5460 .2843 22.7147 , 2507.0950 15.1652 - 0019 -3.2111 .0000c 16.5460 .2839 22.6937
- 2512.1000 15.1672 .0012 -3.2066 .00001 0 1'6.5460 - l. 2 8 3 5 22.6728 2517.1050 15.1690 .0015 -3.2023 .0000<?416.5460 .2831 22.6527 2522.1100 15.1709 .0011 -3.1981 .0000- ~16.5460 .2827 22.6314 2527.1150 15.1727 .0012 -3.1939 .0000. '16.5460 .2823 22.6111 2532.1190 15.1744 .0010 -3.1899 .0000* '16.5460 .2820 22.5905 2537.1240 15.1760 .0010 -3.1860 .0000
- 16.5460 .2816 22.5700 2542.1290 15.1776 .0009 -3.1823 .0000 16.5460 .2813 22.5497 2547.1340 15.1792 .0008 -3.1787 .0000 16.5460 2810 22.5289 2552.1390 15.1607 .0007 -3.1753 .0C'O 16.5460 .2007 22.5087 2557.1440 15.1521 .0007 -3.1720 .00:0 'E.5460 .2604 22.4882 2562.1490 15.1935 .0007 -3.1688 .0:;0 '.6.5460 ,2301 22.467E 2567.15'O 15.1946 .0006 -3.1657 .0:;0 .6.5460 .2799 22.4470 2572 1590 15.1560 .0005 -3.1629 .00:; .6.5460 .2796 22.4257 2577.1630 15.1872 .0006 -3.1602 .0C00 16.5460 .2794 22.4057 25E2.1650 15.1582 .0005 -3.1576 0:.0 .6.5460 .2791 22.3549
- 2587.1730 15.1892 .0005 -3.1553 .C::: ;;.5460 .2789 22.3645
\ 2592.1750 15.1902 -.0004 -3.1532 . 0 ~ ". :
;6.5460 . 2797 22.3439 Page 8
Calcula' ion M96-0007, MUT/BWST Hytran Analysis Attachment 10 2597.1830 15.1910 .0004 -3.1513 .0000 16.5460 .2786 22.3234 4 2602.1380 15.1917 .0003 -3.1496 .0000 16.5460 .2784 22.3025
.2607.1930 '15.1922 .0002 -3.1483 .0000 16.5460 .2783 22.2824 2612.1980 15.1926 .0001 -3.1474 .0000 16.5460 .2782 22.2615 2617.2020 15.1886 .0066 -3.1568 .0000 16.5460 .2791 22.2424 2622.2070 15.1637 .0106 -3.2144 .0000 16.5459 .2842 22.2255 2627.2120 15.1457 .0062 -3.2561' .0000 16.5458 .2878 22.2041 2632.2170 15.1260 .0116 -3.3016 .0000 16.5457 .2919 22.1847 2637.2220 15.1039 .0077 -3.3528 .0000 16.5456 .2964 22.1643 2642.2270 15.0856 .0107 -3.3950 .0000 16.5455 .3001 22.1430 2647.2320 15'0628
. .0093- -3.4480 .0000 16.5454 .3048 22.1234 2652.2370 15.0439- .0082 -3.4917 .0000 16.5453 .3087 22.1015 2657.2410 15.0218 .0119 -3.5428 .0000 16.5452 .3132 22.0815 2662.2460 15.0018 .0091 -3.5892 .0000 16.5451 .3173 22.0607 2667.2510 14.9819 .0092 -3.6353 .0000 16.5450 .3214 22.0405 2672.2560 14.9603- .0083 -3.6852 .0000 16.5450 .3258 22.0200 2677.2610. 14.9408 .0106 -3.7306 .0000 16.5449 .3298 21.9988 2682.2660 14.9188 .0116 -3.7814 .0000 16.5448 .3343 21.9783 2687.2710 14.8979 .0085 -3.8299 .0000 16.5447 .3386 21.9574
.2692.2760 14.8786 .0095 -3.8746 .0000 16.5446 .3425 21.9372 2697.2810 14.8581 .0110 -3.9221 .0000 16.5446 .3467 22.9169 2702.2850 14.8373 .0095 -3.9703 .0000 16.5445 .3510 21.8966 2707.2900 14.8165 .0093 -4.0183 .0000 16.5444 .3552 21.8757 2712.2950 14.7960 .0096 -4.0658 .0000 16.5443 .3594 21.8548 2717.3000 14.7756 .0097 -4.1132 .0000 16.5442 .3636 21.8347 2722.3050 14.7550 .0103 -4.1609 .0000 16.5441 .3678 21.8138 2727.3100 14.7341 .0097 -4.2092 .0000 16.5441 .3721 21.7933 2732.3150 14.7130 .0085 -4.2581 .0000 16.5440 .3764 21.7724 2737.3200 14.6933 .0083 -4.3039 .0000 16.5439 .3805 21.7520 2742.3240 14.6723 .0100 -4.3524 .0000 16.5438 .3848 21.7316 2747.3290 14.6520 .0089 -4.3995 .0000 16.5437 .3889 21.7113 2752.3340 .0098 .0000 16.5436 .3931 21.6905
[' / Nu, 2757.3390 2762.3440 14.6317 14.6105 14.5906
.0097
.0089
-4.4465
-4.4954
-4.5417
.0000
.0000 16.5436 16.5435
.3974
.4015 21.6699 21.6495 2767.3490 14.5695 .0102 -4.5905 .0000 16.5434 .4058 '21.6287 2772.3540- 14.5486 .0089 -4.6388 .0000 16.5433 -.4101 21.6080 2777.3590- 14.5282 .0098 -4.6862 .0000 16.5432 .4143 21.5872
> 2782.3640 14.5073 .0101 -4.7347 .0000 16.5431 .4185 21.5664 j
- 2787.3680 14.4873. .0092 -4.7808 .0000 16.5431 .4226 21.5463 2792.3730 14.4667 .0095 -4.8286 .0000 16.5430 .4269 21.5259 2797.3780 14.4461 .0094 -4.8764 .0000 16.5429 .4311 21.5052
.2802.3830 14.4258 .0094 -4.9234 .0000 16.5428 .4352 21.4849 2807.3880 14.4046 .0114 -4.9726 ,0000 16.5427 .4396 21.4636 !
2812.3930- 14.3843 .0084 -5.0195 .0000 16.5426 .4437 21.4433 j 2817.3980 14.3637 .0108 -5.0672 .0000 16.5426 .4479 21.4225 ci 2822.4030 14.3419 .0098 -5.1177 .0000 16.5425 .4524. 21.4017 it 2827.4070 14.3224 .0086 -5.1629 .0000 16.5424 .4564. 21.3811 P 4;C?- 2832.4120 14.3020 .0090 -5.2100 .0000 16.5423 s.4606,- 21.3609 19' 42 2837.4170 14.2804 .0092 '-5.2602 .0000 16.5422 -r4650 21.3399 Lr 2842.4220 14.2608 .0092' -5.3057 .0000 16.5422 .4690 21.3193 l . 2847.4270 14.2400 .0110 -5.3538 .0000 16.5421 .4733 21.2990 L' 2852.4320 14.2193 .0084 -5.4017 .00CC 16.5420 -~.4775 21.2783 5 s 2857.4370 14.1988 .0094. -5.4493 .00C; 16.5419 .4817 21.2578 2862.4420 14.1784 .0093 .-5.4965 .00C0 16.5418 .4859 21.2376 2867.4470 14.1576 .0088 -5.5445 .000: 16.5417 4901 21.2166 2872.4510 14.1368 .0113 -5.5927 .000; 16 5417 .4944 21.1957 2E77.4560 14.1156 .0095 -5.6419 .00:0 16.5416 .4987 21.1751 2862.4610 14.0958 .0092 -5.6677 .000: 16.5415 .5028 21.1548 28e7.4660 14.0752 .:096 -5.7355 .000; 16.5414 .5070 21.1344 2892.4710 14.0545 .:107 -5.7633 .0000 16.5413 .5112 21.1135 2897.4760 14.0335 .0097 -5.9321 .000: 16.5412 .5156 21.0927 j/~'j 2902.4810 14.0131 .0086 -5.8794 .0000 16.5412 .5197 21.0722 ( j 2907.4860 13.9930 .0086 -5.9259 .0C0; 16.5411 .5239 21.C51B 2912.4900 13.9721 .0091 -5.9743 .000; 16.5410 .5281 21.0313 Page 9
} Calculation M96-0007, MUT/BWST Hytran Analysis Attachment 10 i 1 j -2917.4950 13.9520 .0095 -6.0209 .0000 16 5409 .5322 21.0110 2922.5000 13.9307 .0112 --6.0701 ,0000 16.5408 .5366 20.9898 20.9696 4 2927.5050 13.9100 .0090 -6.1182 0000 16.5407 .5408
- 2932.5100 13.8900 .0085 -6.1645 .0000 16.5407 .5449 '20.9488 2937.5150 13.8691 .0092 -6.2129 .0000 16.5406 .5492 20.9284 1 2942.5200 13.8486 0085 -6.2602 .0000 16.5405 .5534 20.9077 l 2947.5250 13.8281 .0096 -6.3077 .0000 16.5404 .5576 20.8872 2952 "300- 13.8073 .0097 -6.3559 .0000 16.5403 .5619 20.8660 i 295- .340 13.7855 .0089 -6.4064 .0000 16.5402 5663 20.8454 2962.5390 13.7668 .0097 -6.4498 .0000 16.5402 .5702 20.8251 2967.5440 13.7459 .0098 -6.4982 0000 16.5401 .5744 20.8052 2972.5490 13.7246 .0091 -6.5475 .0000 16.5400 .5788 20.7841 2977.5540 13.7037 .0106 -6.5960 .0000 16.5399 .5831 20.7630
?.982.5590 13.6835 .0089 -6.6428 .0000 16.5398 .5872 20.7424 i 2987.5640 13.6631 .0106 -6.6900 .0000 16.5397. .5914 20.7220 2992.5690 13.6424 .0092 -6.7378 .0000 16.5397 .5956 20.7016
?997.5730 13.6215 .0091 -6.7862 .0000 16.5396 5999 20.6808 I
3002.5780 13.6015 0102 -6.8325 .0000 16.5395 .6040 20.6605 4 3007.5830 13.5811 .0086 -6.8799 .0000 16.5394 .6082 20.6400 3012.5880 13.5601 .0098 -6.9285 .0000 16.5393 6125 20.6194 l .0101 -6.9753 .0000 16.5392 .6166 20.5988 4 3017.5930 13.5399 i 3022.5980 13.5194 .0093 -7.0227 .0000 16.57 V. .6208. 20.5787 ' 3027.6030 13.4979 .0094 -7.0727 .0000 16.539' .6252 20.5574 3032.6080 13.4775 .0091 -7.1200 .0000 16.5390 6294 20.5365 3037.6130 13.4574 .0094 -7.1664 .0000 16.5389 .6335 20.5*.65 5 304L.6170 13.4256 .0087 -7.2147 .0000 16.53a8 .6378 20.4957 . 3047.6220 13.4162 .0107 -7.2618 .C000 16.5387 - .6419 20.4751 3052.6270 13.3956 .0097 -7.3030 .L000 -16.5387 .6462 20.4546 l 3057.6320 13 3745 .0091 -7.3584 .0000 16.5386 .6505 20.4340
-3062.6370 13.3546 .0091 -7.4045 .0000 16.5385 .6546 20.4135 I 3067.6420 13.3337 .009e -7.4530 .0000 16.5384 .6588 20.3931 3072.6470 13.3124 .0101 -7.5023 .0000 16.5383 .6632 20.3714 f 16.5382 .6674 20.3514 3077.6520 13.2920 .0093 -7.5495 .0000 3082.6560 13.2718 .0091 -7.5962 .0000 16.5382 6715 20.3307 3087.6610 13.2516 .0095 -7.6431 .0000 16.5381 .6757 20.3107
.0087 -7.6921 .0000 16.5380 .6800' 20,2898 3092.6660 13.2304 20.2692 3097.6710 13.2100 .0085 -7.7394 0000 16.5379 .6842 i 20.2481 3102.6760 13.1893 .0116 -7.7873 .0000 16.5378 .6884
!' 3107.6810 13.1676 .0087 -7.8377 .0000 16.5377 6928 20.2273 3112.6860 13.1483 .0089 -7.8823 .0000 16.5377 6968 20.2069 3 3117.6910 13.1276 .0089 -7.9302 .0000 16.5376 .7010- .20.1868 j 3122.6960 13.1068 .0094 -7.9786 .0000 16.5375 .7053 20.1658 j 3127.7000 13.0861 .0094 -B.0265 .0000 16.5374 .7095 20.1454 C 3132.7050 13.0662 .0091 -8.0725 .0000 16.5373 .7136 20.1254 3137.7100 13.0458 .0097 -B.1197 0000 16.5373 .7178 20.1048 3142.7150 13.0744 .0249 -B.0535 0000 16.5374 .7119 20.9822 i 3147.7200 13.0816 .0019 -8.0369 0C00 16.5374 .7105 21.0356 5 3152.'/2':3 13.0973 .0230 -8.0006 .0000 16.5375 .7073 21.0972 j 3157.7300 13.1111 .0082 -7.9687 0000 16.5376 .7044 20.8700 3162.7350 13.1203 .0160 -7.9474 0000 16.5376 .7025 20.9019
.0000 5377 .6981 20,8652
)- 3167.7400 13.1418 .0143 -7.8975 3172.7440 13.1484 .0011 -7.8822 00:0 la.5378 .6968 20.4608 3177.7490 13.1795 .0336 -7.B104 .0C;0 16.5379 .6904 20.9747 3182.7540 13.1964 .0198 -7.7711 .0000 16.5380 .6870 20.9715 3187.7590 13.2047 .0175 -7.7521 .0C00 16.5380 .6853 20.9631 3192.7640 13.2112' .0094 7,7370 .0000 16.5381 .6640 20.9475 3197.7690 13.2154 .5092 ~7.7274 . C '. 0 0 16.5381 .t131 20.9351
.0064 16.5381 - 6;23 20.9215 3202.7740 13.2194 -7.7150 .C:::
3207.7790 13.2220 004S ~ 7121 .C::0 16.5361 .6e17 20.9:57 3212.7530 13.2244 .0040 7.7065 .0:00 16.5351 .6813 20.9699 3217.7EE0 13.2271 .0043 -7.7002 .0000 16.5382 .6807 20.8739 3222.7330 13.22)' .0025 -7.6942 .0;;9 16.5362 .6602 20.6578 20.8419 ( 3227.* 80 32321600; 13.23;- 13.234-
.0030 0024 7.6803
-7.6526
. ? : '. 0
.0;;0 16.53s2 16.5352
.6796
.6792 20.8257 Page 10 1
i
i Calculation M96-0007, MUT/BWST Hytran Analysis Attachm nt 10 3237.8080 13.2366 .0025 -7.6781 .0000 16.5382 .6787 20.8096
,/- s) 3242.8130 13.2388 .0009 -7.6732 .0000 16.5382 .6783 20.7933 \m / 3247.6280 13.2408 .0020 -7.6684 .0000 16.5382 .6779 20.7774 3252.8230 13.2428 .0017 -7.6637 .0000 16.5382 .6775 20.7609 3257.8270 13.2447 .0016 -7.6594 .0000 16.5382 .6771 20.7446 I 3262,8320 13.246' .0010 -7.6551 .0000 16.5382 .6767 20.7279 3267.8370 13.2483 .0013 -7.6510 .0000 16.5382 .6763 20.7124 3272.8420 13.2501 .0010 -7.6468 .0000 16.5382 .6760 20.6962 )
3277.8470 13.2518 .0010 -7.6428 .0000 16.5382 .6756 20.6793 l 3282.8520 13.2535 .00.09 -7.6389 .0000 16.5382 .6753 20.6633 i 3287.8570 13.2551 .0009 -7.6351 .0000 16.5382 .6749 20.6479 1 3292.8620 13.2567 .0007 -7.6313 .0000 16.5382 .6746 20.6315 3297.8660 13.2583 .0008 -7.6277 .0000 16.5382 .6743 20.6152 3302.8710 13.2598 .0008 -7.6242 .0000 16.5382 6740 20.5992 3307.8760 13.2613 .0007 -7.6208 .0000 16.5382 .6737 20.5829 l 3312.8810 13.2627 .0007 -7.6175 .0000 16.5382 .6734 20.5668 l 3317.8860 13.2641 .0006 -7.6143 .0000 16.5382 .6731 20.5504 3322.8910 13.2654 .0005 -7.6112 .0000 16.5382 .6728 20.5343 f 3327.8960 13.2666 .0006 -7.6083 .0000 16 5382 .6726 20.5182 l 3332.9010 13.2678 .0006 -7.6055 .0000 16.3382 .6723 20.5018 3337.9060 13.2690 .0005 -7.6029 .0000 16.5382 .6721 20.4859 3342.9100 13.2701 .0005 -7.6003 .0000 16.5382 .6719 20.4695 I 3347.9150 13.2711 .0005 -7.5980 .0000 16.5382 .6717 20.4537 3352.9200 13.2721 .0004 -7.5957 .0000 16.5382 .6715 20.4373 3357.9250 13.2729 .0004 -7.5937 .0000 16.5382 .6713 20.4208 3362.9300 13.2737 .0004 -7.5919 .0000 16.5382 .6711 20.4047 3367.9350 13.2744 .0003 -7.5902 .0000 16.5382 .6710 20.3886 l 3372.9400 13.2750 .0002 -7.5888 .0000 16.5382 .6708 20.3724 l 3377.9450 13.2755 .0002 -7.5877 .0000 16.5382 .6708 20.3563 j 3382.9490 13.2758 .0001 -7.5869 .0000 16.5382 .6707 20.3397 1 3387.9540 13.2703 .0069 -7.5998 .0000 16.5382 .6718 20.3250 )
,~~ / 3 3392.9590 13.2496 .0082 -7.6476 .0000 16.5381 .6760 20.3119 ' \_,/ 3397.9640 13.2376 .0052 -7.6754 .0000 16.5380 .6790 20.294o 3402.9690 13.2203 .0084 -7.7155 .0000 16.5379 - 3 8 2 '.- 20.2739 3407.9740 13.2040 0057 -7.7533 .0000 16.5379 - a f5 4 20.2636 3412.9790 13.1888 .0086 -7.7885 .0000 16.5378 .trs5 20.2470 3417.9840 13.1704 .0066 -7.8311 .0000 16.5377 .6:23 20.2305 342'.9890 i 13.1560 .0071 -7.8643 .0000 16.5376 .6952 20.2144 3427.9930 13.1391 0077 -7.9036 .0000 16.5376 .6987 20.1986 3432.9980 13.1229 .0067 -7,9411 .0000 16.53'5 .7020 20.1820 3438.0030 13.1070 .0082 -7.9778 .0000 1E.5374 .7052 20.1657 3443.0080 13.0904 .0070 -8.0163 .0000 16.5374 .7086 20.1000 3448.0130 13.0748 .0065 -B.0525 .0000 16.5373 .7118 20.1336 3453.0180 13.0585 .0073 -0.0901 .0000 16.5372 .7152 20.1179 3458.0230 13.0423 .0069 -2.1276 .0000 16.5371 .7185 20.1013 3463.0260 13.0260 .0068 -8.1653 .0000 16.5371 .7218 20.0852 3468.0320 13.0098 .0070 -8.2030 .0000 16.5370 7251 20.0690 3473.0370 12.9940 .0072 -8.2394 .0000 16.5369 .7284 20.0531 3478.0420 12.9774 0077 -8.2780 .0000 16.5369 .7318 20.0367 3483.0470 12.9613 .0071 -0.3152 .0000 16.5368 .7351 20.0204 3458.0520 12.9454 0070 -B.3521 .0000 16.5367 .7383 20.0042 3493.C570 12.9290 '72 -6.3901 .0000 16.5367 .7417 19.9B53 3495.0620 12.9127 .0067 -6.4278 .0000 16.5366 .7450 19.9719 3503.0670 12.9966 .0085 -s.4650 .0000 16.5365 .7493 19.9556 3505.0720 12.8799 .0077 -B.5037 .0000 16.5364 .7517 19.9392 1513.:~60 12.5640 .0074 -8,5405 .0000 16.5364 .755: 19.9231 3515. 51 12.E47B .0074 -5.5750 .0000 16.5363 .75E3 19.9:66 3523.0;E0 12.5315 .CC74 -E.6157 .0000 16.5362 .7616 13.990' 352E.091; * . 6157 .DC?' - .6523 . n 1; 16.5362 - '649 19.5746 3533.:360 12.7994 .00'3 -e.69: 1 .0000 16.5361 .76E2 19.65s7 353E..;10 12.7832 .0075 -B.7276 .0000 10.5360 .7715 19.9422 I
r"'N 3543.1060 12.766B C066 -E.7655 .0C00 16.5359 .7749 19.E260 12.7508 .0066 -6.s025 .0000 16.5359 . 'is' 19.s099 ( ! 354E.1110 0000 16.5358 - 7414 19.7939
\-- 3553.;150 2.7349 .0067 -4.6395 l
Page 11 l
Calculation M96-0007, MUT/BWST Hytran Analysis Attachment 10 t 3558.1200 12.7184 . 0077 -8.8775 .0000 16.5357 .7848 19.7777 3563.1250 12.7022 . 0074 -8.9152 . 0000 16.5357 .7881- 19.7414 l
\ 3568.1300 12.6860 . 0076 -8.9527 ,0000 16.5356 .7914 19.7450 3573.1350 12.6696 . 0090' -8.9905 . 0000 16.5355 .7948 19.7285 3578.1400 12.6531 . 0070 -9.0289 . 0000 16.5354 .7982 19.7122 ,
3563.1450 12.6369 . 0067 -9.0663 . 0000 16.5354 .8015 19.6961 ; 35;8.1500 12.6213 . 0084 -9.1025 . 0000 16.5353 .8047 19.6802 1 3593.1550 12.6050 . 0074 -9.1402 .0000 16.5352 .8080 19.6644 3598.2590 12.5888 . 0072 -9.1777 .0000 16.5352 .8113 -19.6476 3603.1640 12.5723 . 0073 -9.2159 . 0000 16.5351 .8147 19.6317 i
'3608.1690 12.5564 . 0068 -9.2527 .0000 16.5350 .8179 19.6156 .
3613.1740 12.5405 . 0068 -9.2896 .0000 16.5350 .8212 19.5995 I 3618.1790 12.5240 . 0067 -9.3278 .0000 16.5349 .8246 19.5833 ) 3623.1840 12.5083 . 0075 -9.3641 .0000 16.5348 .8278 19.5672 i 3628.1890 12.4919 . 0077 -9.4021 .0000 16.5347 .8311 19.5510 ' 3633.1940 12.4755 . 0087 -9.4400 .0000 16.5347 .8345 19.5343 3638.1980 12.4590 . 0074 -9.4782 .0000 ~6.5346 .8379 19.5182 3643.2030 12.1429 . 0087 -9.5155 .0000 16.5345 .8412 19.5017 3648.2080 12.4269 . 0080 -9.5525 .0000 16.5345 .d444 19.4859 3653.2130 12.4108 . 0074 -9.5899 .0000 16.5344 .8477 19.4698 3658.2180 12.3941 . 0077 -9.6285 .0000 16.5343 .8512 19.4533 3663.2230 12.3781 . 0082 -9.6655 .0000. 16.5342 .8544 19.4368 3668.2280 12.3618 . 0072 -9.7033 .0000 16.5342 .8578 19.4211 3673.2330 12.3454 . 0071 -9.7413 .0000 16.5341 .8611 19.4044 3678.2380 12.3295 . 0070 -5.7780 .0000 16.5340 .8644 19.3887 3683.2420 12.3136 . 0072 -9.8148 .0000 16.5340 .8676 19.3726 3688.2470 12.2974 . 0070 -9.8524 .0000 16.5339 .8710 19.3564 3693.2520 12.2811 . 0073 -9.8902 .0000 16.5338 8743 19.3404 3698.2570 12.2650 . 0071 -9.9274 .0000 16.5338 .8776 19.3242 3703.2620 12.2487 . 0085 -9.9651 .0000 16.5337 .8809 19.3077 3708,2670 12.2324 . 0076 -10.0029 .0000 16.5336 .8843 19.2915 O (,) 3713.2720 3718.2770-12.2160 12.1994 0070 0074
-10.0410
-10.0794
.0000
.0000 16.5335 16.5335
.8876
.8910 19.2751 19.2588 3723.2810 12.1541 . 0070 -10.1149 .0000 16.5334 .8942 19.2431 3728.2860 12.1677 . 0071 -10.1528 .0000 16.5333 .8975 19.2266 3733.2910- 12.1511 . 0082 -10.1913 .0000 16.5333 ~ .9009 19.2104 3738.2960 12'1355
. . 0084 -10.2273 .0000 16.5332 .9041 19.1940 3743.3010 12.1187 . 0081 -10.2661 .0000 16.5331 .9075 19.1779 3748.3060 12.1027 . 0080 -10.3032 .0000 16.5330 .9108 19.1618 3753.3110 12.0869 ..0079 -10.3400 .0000 16.5330 .9141 19.1457 3758.3160 12.0703 . 0070 -10.3783 .0000 16.5329 .9174 19.1299 l 3763.3210 12.0547 . 0067 -10.4145 .0000 16.5328 .9206 19.1134 )
3768.3250 12.0379 . 0080 -10.4532 .0000 16.5328' .9241 19.0973 ] 3773.3300 12.0216 . 0068 -10.4912 .0000 16.5327 .9274 19.0811 3 3778.3350 12.0056 . 0069 -10.5281 .0000 16.5326 .9307 19.0645 ; 3783.3400 11.9889 . 0067 -10.5669 .0000 16.5326 .9341 19.0482 i 3788.3450 11.9734 . 0079 -10 6025 .0000 16.5325 .9373 19.0321 ' 3793.3500 11.9572 . 0074 10.6401 .0000 16.5324 .9406 19.0164 3798.3550 11.9409 . 0073 -10.6778 .0000 16.5323 .9439 19.0002 3803.3600 11.9243 . 0084 -10.7163 .0000 16.5323 .9473 18.9832 3908.3650 11.9082 .0071 -10.7537 .0000 16.5322 .9506 18.9675 ; 3B13.3690 11.5024 . 0077 -10.7902 .0000 16.5321 .9529 18.9512 1 3818.3740 11.6760 . 0077 10.8281 .0000 16.5321 .9572 18.9354 3823.3790 11.8597 . 0077 -10.5659 .0000 16.5320 .96rs 15.9190 3829.3840 11.9435 . 0071 -10.9033 .0000 16.5319 96.9 19.9029 3533.3890 11.5279 . 0084 -10.9397 .0000 16.5316 .96 21 15.sE66 3E3B.394C 11.E116 .0002 -10.9774 .0000 16.5316 . v. 0 4 15.6707 3?43.3990 11.7955 0^71 -11.0146 .0000 16.5317 .9737 16.6547 3E46.4040 11.7793 . 0063 -11.0521 0010 16.5316 . 9't7 0 18.63s1 3h53.4080 11.7627 . 006E -11.0906 2000 16.5316 .9604 18.E219 185s.4130 11.7467 . 0077 -11,1275 .00C0 16.5315 .9637 18.8057 3663.4160 11.7304 . 0073 -1; 1653 .0000 16.5314 .9870 's.7699 3965.4230 11.7.44 . 0073 -11.2024 .0010 16.5314 .9903 18.7733 3'7 3.4 2 E r 11.6992 . 0073 -11.2399 0000 16.5313 .9936 18.5575 Page 12
'v ~
r- w ,--t- t *rrv. v w--' **- - -* e
Calculation M96-0007, MUT/BWST Hytran Analysis Attachmant 10 i 3878.4330 111.6819 .0073 -11.2777 .0000 16.5312 .9969 18.7412 3883.4380 11.6659 .0075 -11.3146 .0000 16.5311 -1.0002 18.7250 3888.4430. 11.6496 .0077 -11.3525 0000 16.5311 -1.0036 18.7088 3893.4480 11.6330 .0078 -11.3908 .0L10 16 310 -1.0069 18.6923 l 3898.4520 11.6169 .0068 -11.4281 00f 0 16.5309 -1.0102 18.6761 3903.4570 11.6013 .0075 -11 4643 .0010 16.5309 -1.0134 18.6600 3908.4620 11.5847 .0069 -11.5027 .0000 16.5308 -1.0168 18.6438 3913.4670 11.5686 .0086 -11.5400 .0000 16.5307 -1.0201 18.6275 3918.4720 11.5525 .0084 -11.5772 .0000 16.5306 -1.0234 18.6113 3923.4770 11.5361 .0074 -11.6152 .0000 16.5306 -1.0268 18.5951 3928.4820- 11.5197 .0074 -11.6532 .0000 16 5305 -1.0301 18.5791 3933.4870 11.5038 .0074 -11.6899 .0000 16.5304 -1.0334 l'3.5630 13938.4910 11.4874 .0080 -11.7279 .0000 16.5304 -1.0367 18.5465
'3943.4960 11.4709 .0072 -11.7662 .0000 16.5303 -1.0401 13.5304 3948.5010 11.4551 .0067 -11.8028 .0000 16.5302 -1.0434 78.5140 3953.5060' 11.4385 .0075 -11.8412 .0000 16.5302 -1.0468 ;8.4977 3958.5110 11.4228 .0071 -11.8776 .0000 16.5301 -1.0500 16.4819 3963.5160 11.4063 .0085 -11.9158 .0000 16.5300 -1.0534 18.4653 3968.5210 11.3900 .0070 -11.9535 .0000 16.5299 -1.0567 18.4495 3973.5260 11.3746 .0067 -11.9891 .0000 16.5299 -1.0598 18.4334 3978.5310 11.3580 .0077 -12.0276 .0000 16.5298 -1.0632 18.4172 3983.5350 11.3419 .0071 -12.0649 .0000 16.5297 -1.0665 18.4012 3988.5400 11.3259 .0077 -12.1020 .0000 16.5297 -1.0698 18.3847 3993.5450 11.3094 .0071 -12.1402 .0000 16.5296 -1.0732 18.3687 3998.5500 11.2934 .0074 -12.1771 .0000 16.5295 -1.0765 18.3524 4003.5550 11.2770 .0077 -12.2151 .0000 16.5294 -1'0798 . 18.3361 1 4008.5600 11.2607 .0073 -12.2529 .0000 16.5294 -1.0832 18.3199 l 4013.5650 11.2446 .0067 -12.2901 .0000 16.5293 -1.0864 18.3037 i 4018.5700 11.2284 .0074 -12.3277 .0000 16.5292 -1.0898 18.2875 4023.5740 11.2122 .0074 -12.3651 .0000 16.5292 -1.0931 18.2713 4028.5790 11.1957 .0074 -12.4035 .0000 16.5291 -1.0965 18.2548 4033.5840 11.1794 .0087 -12.4412 .0000 16.5290 -1.0998 18.2384 4038.5890 11.1635 .0069 -12.4780 .0000 16.5289 -1.1031 18.2224 4043.5940 11.1474 .0071 -12.5152 .0000 16.5289 -1.1063 18.2066 4048.5990 11.1313 .0081 -12.5524 .0000 16.5288' 11.1096 L1 8.1902 4053.6040 11.1150 .0072 -12.5902 .0000 16.5287 "n1.1130 18.1743 4058.6090 11.0990 .0074 -12.6274 .0000 16.5287 +1.1163 18.1580 4063.6140 11.0828 .0069 -12.6649 .0000 16.5286 -1.1196 18.1418 l 4068.6180 11.0665 .0072 -12.7026 .0000 16.5285 -1.1229 18.1258 l 4073.6230 11.0505 .0074 -12.7395 .0000 16.5285 -1.1262 18.1095 j 4078.6280 11.0342 .0077 -12.7774 .0000 16.5284 11.1295 18.0933 4083.6330 11.0178 .0073 -12.8353 .0000 16.5283 -1.1329 18.0770 4088.6380' 11~0019
. .0072 -12.8520 .0000 16.5282 -1.1361 18.0610 4093.6430 10.9855 .0074 -12.8901 .0000 16.5282 -1.1395 18.0448 4098.6470 10.9692 .0066 -12.9280 .0000 16.5281 -1.1428 18.0283 4103.6520 10.9531 .0073 -12.9651 .0000 16.5280 41.1461 18.0124 4108.6570 10.9371 .0073 -13.0022 .0000 16.5280 s-1.1494 17,9962 3 4113.6620 10.9207 .0079 -13.0402 .0000 16.5279 -151528 17 9797 4118.6670 10.9041 .0073 -13.0786 .0000 16.5278; -1.1561 17.9635 4123.6720 10.8884 .0066 -13.1149 .0000 16.5278 -
1.1594 17.9474 4128.6770 10.8718 .0076 -13.1533 .0000 16.5277 -1.1628 17.9310 4133.6820 10.8557 .0082 -13.1907 .0000 16.5276- '~1.1661 17.9149 4138.6670 10.6401 .0071 -13.2269 .0000 16.5275 -1.1693 17.8967 4143.6910 10.0233 .0063 -13.2656 .0000 16.5275 -1.1727 17.8825 4146.6960 10.8074 .COs1 -13.3025 .0000 16.5274 -1.*759 17.8663 4153.7010 10.7913 .0076 -13.3339 .0000 16.5273 -1.1732 17.8504 i 4155.7160 10.7743 00'4 -13.3792 .0000 16.5273 -1.li27 17.6337 l 416 3 . ~ ~.10 *0.75E6 ;r69 -13.4155 .0000 16.5272 -1.1559 17.B176 1 4165.7162 1. 7415 .1.72 - '3.4521' .0000 16.5271 -1.16?2 17.0016 l 4173.'/210 10.7266 5051 -13.4s96 .0000 16.5270 -1.1325 17.7656 417E.~260 10.7104 .;072 -13.5271 .0000 16.5270 -1.1956 17.7696 4~83.~300 10.6942 0073 -13.5646 .0000 ~6.5269 -1.103. 17 7533 4166.73E0 15.6776 .0"73 -13.6026 .C00: 16.5266 -1.2:25 17,7370 4193.7400 *0.6614 0074 -13.5405 ra C ~ 16.52(E -1.2:55 17.7205 i i Page 13 ; i l
. _ . , . - . - . , _ . _ _ _ _ . _ , - _ _ , _ _ , . _ . _ _ _,_ _ I
Calculation M96-0007, MUT/BWST Hytran Analysis Attachment 10 g 4198.7450 10.6452 .0069 -13.6781 .0000 16.5267 -1.2091 17.7044 3 y 4203.7500 10.6292 .0083 -13.7150 .0000 16.5266 -1.2124 17.6882 i 4208.7550 10.6130 .0077 -13.7526 .0000 16.5266 1.2157 17.6721 4213.7600 10.5967 .0066 -13.7903 .0000 16.5265 -1.2191 17.6559 4 i W l l 4 e 1 i l l l i J 3 i 1 4 Page 14
i Calculation M90-0007, MUT/BWST Hytran Analysis Attachment 11
\ HYTRAN INF=CRMUT15.DAT - BWST/MUT-1 DRAWDOWN MODEL APPENDIX- R !
COMM STARTING WITH SS MODEL CONDITIONS (i .e. , PRESSURES AND VELOCITIES) COMM DRAWDOWN MUT-1, BWST OPEN AT MUT-1 IND LEVEL OF 18" ' COMM BWST INITIALLY e 32.3746 PSIA, MUT INITIALLY @ 34.288 PSIA CNTL DATA IFLX,0, IVAB,0, TSTP,0.100, DCNV,0.001, -l ' TSTA,0.000. TEND,29000., NLOP,12000, IPRT,6000, ISTA,1, RLAX,1.30, IENG,0, DSTA,0.0001, IOUT,1, IDFL,2, I VAPP,.8, I ENDD l NODE DATA ! COMM 14" "B-TRAIN" PIPING FROM BWST ( A TO B ) i 1,32.3,100.0,1.4459,0.,0.,0.,0 ,0.,0. 2,3 2. 3,10 0. 0,1. 4 4 5 9,0. ,0. ,0 , C . ,0. ,0. {' 3,32.3,100.0,1.4459,0.,0.,0.,0.,0.,0. 4 , 3 2. 2,10 0. 0,1. 4 4 5 9, 0. , 0 . , 'O . , 0. , 0. , 0 . 5,32.2,100.0,1.4459,0.,0 ,0.,0.,0.,0. 6, ' o 1,10 0. 0,1~. 4 4 5 9, 0. , 0 . , 0 . , 0 . , 0 . , 0 . 7, . 1,10 0. 0,1. 4 4 5 9, 0. ,0. , 0. , 0 . , 0 , 0. 8,32.1,100.0,1.4459,0.,0.,0.,0.,0.,0. i 9,32.0,100.0,1.4459,0.,0.,0.,0.,0.,0. I 10,32.0,100.0,1.4459,0.,0.,0.,0.,0.,0. 11,31.9,100.0,1.4459,0.,0.,0.,0.,0.,0. 12,31.9,100.0,1.4459,0.,0.,0.,0.,0.,0. 13,31.9,100.0.1.4459,0.,0 ,0.,0.,0.,0. 14,31.8,100.0;1.4459,0.,0.,0.,0.,0.,0. 15,46.1,100.0,1.4459,0.,0.,0.,0.,0.,0. 16,46.0,100.0,1.4459,0.,0 ,0.,0.,0.,0. 17,46.0,100.0,1.4459,0.,0.,0.,0.,0.,0. i 18,46.0,100.0,1.4459,0.,0.,0.,0.,0.,0. 19,45.9,100.0,1.4459,0.,0.,0 ,0.,0.,0. 20,45.9,100.0,1.4459,0.,0.,0 ,0.,0.,0. 21,45.8,100.0,1.4459,0.,0.,0.,0.,0.,0. 22,45.8,100.0,1.4459,0.,0.,0.,0.,0.,0. 23,45.8,100.0;1.4459,0.,0.,0.,0.,0.,0. 24,45.7,100.0,1.4459,0.,0.,0 ,0.,0.,0. 25,45.7,100.0,1.4459,0.,0.,0.,0.,0.,0. 26,45.6,100.0;1.4459,0.,0 ,0.,0.,0.,0. 27,45.6,100.0,1.4459,0.,0 ,0.,0.,0.,0. 2 5,4 5. 6,10 0. 0,1. 4 4 5 3,0. ,0. ,0. . C . ,0. ,0. 29,45.5,100.0,1.4459,0.,0.,0.,0.,0.,0. CCMM 6" PIPING PAST MUV-60 TO TEE BRA!!CH ( B TO E' ) 30,44.5,100.0,1.3571,0.,0.,0.,0 ,0.,0. 31, 4 4 . 4 ,10 0.. C ,1. 3 8 71, 0 . , 0 . , 0 . , 0 . , 0 . , C . 32,44.4,100.0.1.3871,C.,0.,0.,;.,0.,0. 1 33,40.1,10;.0,1.3671.0.,0.,0., ,0. 0. 34,40.0,1CC.0.1.3s71.0. 0.,C.,;. 0.,0. 35,40.0,100.D,1.3671.C.,0.,0..; ,0.,0. CCMM 6" PIFING TO MUP-1C TEE BRA!!!H ( B' *:V C i 36,39.9,100.0,1.2305.0.,0,,0..; ,0. 0. 37.39.9.100.0,1.23CS,C. 0.,0.,; ,0.,0. 3 E ,3 3. 9.1 C C . C ,1.2 3 05,0. ,0. , C . . ; . ,0. ,0. 3 9, 3 9. ' ,10 0. 0,1. 2 3 0 5, 0. , C . , 0 . . . , 0. , 0 . Page 1
f.- i-t , L CalculEtion M96-0007, MUT/BWST Hytran Analysis Attachment 11 i. 1 l 40,39.8,100.0,1.2305,0.,0.,0.,0.,0.,0. - L- 3 .41,39.8,100.0,1.2305,0 ,0.,0.,0.,0.,0... ! 42,39.8,100.0,1.2305,0.,0.,0.,0.,0.,0. 43,39.8,100.0,1.2305,0.,0 ,0.,0.,0.,0. 44,39.6,100.0,1,2305,0.,0.,0.,0.,0.,0. t 45,39.8,100.0,1,2305,0.,0.,0.,0.,0.,0. ; 46,39 8,100.0,1.2305,0.,0.,0.,0.,0.,0. ' 47,35.7,100.0,1.2305,0.,0.,0.,0,,0 ,0. 4 8 , 3 5 '. 7,10 0 . 0,1. 2 3 0 5, 0 . , 0 . , 0 . , 0.. , 0 . , 0 . 49,35.7,100.0,1.2305,0.,0.,0.,0.,0.,0. 50,35.7,100.0,1,2305,0.,0.,0.,0.,0.,0. ? l' 51,35.7,100.0,1.2305,0.,0.,0.,0.,0.,0. 52,35.7,100.0,1.2305,0.,0.,0.,0.,0.,0. 53,35.7,100.0,1.2305,0.,0.,0.,0.,0.,0. 54,35.6,100.0,1.2305,0.,0.,0,,0 ,0.,0. . 55,35 6,100.0,1.2305,0.,0.,0.,0.,0.,0. l 56,35.6,100.0,1.2305,0.,0.,0.,0,,0.,0. l 57,35.6,100.0,1.2305,0.,0.,0.,0.,0.,0. >
'COMM 6"/4" PIPING TO MUP-1C ( C TO D )
i COMM 58,30.727,100.0,1.1453,0.,0 ,0.,0.,0.,0. l COMM 59,29.882,100.0,1.1453,0.,0,,0.,0. 0.,0. COMM 60,32.885,100.0,1,1453,0.,0.,0.,0.,0.,0. ( COMM 6" PIPING TO MUT-1 TEE BRANCH ( C TO F ) l 61,35.6,100.0,0.9989,0.,0.,0.,0.,0.,0. 62,35.6,100.0.0.9989,0.,0.,0.,0.,0.,0. 63,35.5,100.0,0.9989,0.,0 ,0.,0.,0.,0. COMM 4" PIPING FROM MUT-1 TO 6" PUMP SUCTION HEADER ( E TO F ) 64',30,4,100.0,1.0025,0.,0.,0. 0.,0.,0.
- 65,30.3,100.0,1,0025,0.,0.,0.,0.,0.,0.
66,30.2,100.0,1.0025,0.,0.,0.,0.,0.,0. l - 67,30.1,100.0,1.0025,0.,0.,0. 0.,0.,0. 68,36.0.100.0.1.0025,0.,0.,0.,0.,0.,0. l l - 69,35.9,100.0.1.0025,0.,0.,0.,0.,0.,0. 70,35.6,100.0,1.0025,0.,0.,0 ,0.,0.,0. 71,35.7,100.0,1.0025,0.,0.,0.,0.,0.,0. 72,35.6,100.0,1,0025,0.,0.,0;,0 ,0.,0. , COMM 6"/4" PIPING TO MUP-1B-( F TO H ) 73,35.4,100.0,1.2080,0.,0.,0.,0.,0.,0. 74,34.4,100.0,1,2080,0.,0.,0.,0.,0.,0. 75,37.4,100.0,1,2080,0.,0.,0.,0.,0.,0. COMM BOUNDARY NODES COMM BWST OUTLET @ EL. 120'-6"
-100,32.3746,100.0.0.,0.,0 ,0.,0.,0.,0.
COMM MUT-1 OUTLET @ EL. 120'-11"
-200,34.288,100.0,0.,0.,0.,0.,0.,0.,0.
COMM ESP-1B AND DHP-1B, MUP-1C, MUP-1B DUMMY DISCHARGE NODES
-997,14.70,100.0,0.,0.,0.,0.;0 ,0.,0.
COMM -998,14.70,100.0,0.,0.,00,0.,0.,0.,0. ISOLATE C PUMP
-999,14.70,100.0,0.,0.,0.,0.,0.,0.,0.
r COMM DUMMY NODES FOR STORING CALCULATED VALUES j -400,14,70,100.0,0.,0.,0.,0,,0 ,0.,0. COMM END OF NO' E DATA l ENDD l NCES DATA ! COMM 14" "E-TRAIN" PIPING FROM BWST (A-B) i 1,100.1,0,0.9575,1,0000,0,04014,0.C000,0.00;;
- 2,1,2,0,0.9575,1.Or00,0.04014,0,0000,0,0001 3.2.3,0,0.9575,1.0000,0.04014,0.0;00,0,0001 j'
4,3,4,0, C . 3 57 5,1. 0 0 0 0, 0. 04 014,0. 0 ;;; . ; . 0 0 0 ' 5,4,5, C ,0. 9575,1,0 0 0 0,0. 04 014,0. 0 0 0 0,0. 0' 01 6.5,6.C,0.9575,1.0000,0.04014,0.0000,0.0001 j 7, f 7,0,0 ' 5 s75,1. 0 0 0 0,0. 04 014,0. 0 0 : 0. 0 . 0 0 01 8,7,i,0,0.9575,1,0000,0.04014.0.0000,0.000*
' .).:.. 9575,;.0000,0.C40 4,* :::;.0.;0C; i
j Page 2 I i . _ .
Calculation M96-0007, MUT/BWST Hytran Analysis Attachmsnt 11 10,9,10,0,0.9575,1,0000,0.04014,0,0000,0,0001 0 11,10,11,0,0.9575,1.0000,0 04014,0.0000,0.0001 12,11,12,0,0.9575,1,0000,0.04014,0.0000,0.0001 13,12,13,0,0.9575,1,0000,0.04014,0,0000,0.0001 { 14,13,14,0,0.9575,1.0000,0.04014,0,0000,0,0001 15,14,15,1,0.9575,37.5417,0.0018,29.3231,0.0001 16,15,16,0,0.9575,1.0000,0.04014,0,0000,0,0001 17,16,17,0,0.9575,1.0000,0.04014,0.0000,0,0001 18,17,13,0,0.9575,1,0000,0.04014,0,0000,0.0001 19,18,19,0,0.9575,1.0000,0-.04014,0.0000,0,0001 20,19,20,0,0.9575,1.0000,0.04014,0,0000,0.0001 21,20,21,0,0.9575,1.0000,0.04014,0.0000,0 0001 22,21,22,0,0.9575,1.0000,0.04014,0.0000,0.0001 23,22,23,0,0.9575,1.0000,0.04014,0.0000,0,0001 24,23,24,0,0.9575,1.0000,0.04014,0,0000,0.0001 25,24,25,0,0.9575,1.0000,0,04014,0.0000,0.0001 26,25,26,0,0.9575,1.0000,0.04014,0.0000,0.0001 27,26,27,0,0.9575,1.0000,0.04014,0.0000,0.0001 28,27,28,0,0.9575,1.0000,0,04014,0.0000,0.0001 29,28,29,0,0.9575,1.0000,0.04014,0.0000,0.0001 COMM FIXED FLOW NCE FOR BSP-1B AND DHP-1B COMM. 30,29,997,-1,0.9575,1.0000,11.28551,0.0000,11.28551 COMM 14" x 14" x 6" TEE BRANCH (K CHANGED IN VAB1) 31,29,30,0,0.2006,1.0000,10.0,0,0000,0.0001 COMM 6" PIPING PAST MUV-60 TO TEE BRANCH (B-B') I 32,30,31,0,0.2006,1.0000,0.45375,0.0000,0.0001 33,31,32,0,0.2006,1.0000,0.45375,0.0000,0,0001 34,32,33,1,0.2006,36.0209,0.0018,-8.6599,0.0001 35,33,34,0,0.2006,1.0000,9999999.0,0.0000,0.0001 36,34,35,0,0.2006,1.0000,0.45375,0.0000,0,0001 COMM 6" x 6" x 6" TEE BRANCH @ B' (K CHANGED IN VAB1) 37,35,36,0,0.2006,1.0000,1.2,0.0000,0.0001 ( COMM 6" PIPING TO MUP-1C TEE BRANCH (B ' -C) 38,36,37,0,0.2006.l.0000,0,09450,0,0000,0.0001 39,37,38,0,0.2006,1.0000,0,09450,0,0000,0,0001 40,30,39,0,0.2006,1.0000,0.09450,0,0000,0,0001 41,39,40,0,0.2006,1.0000,0.09450.0.0000,0.0001 42,40,41,0,0.2006,1.0000,0.094SC,0.0000,0,0001 43,41,42,0,0.2006,1,0000,0.09450,0.0000,0,0001 44,42,43,0,0.2006,1.0000,0.09450,0,0000,0.0001 45,43,44,0,0.2006,1.0000,0.09450,0.0000,0,0001 46,44,45,0,0.2006,1.0000,0.09450,0.0000,0.0001 47,45,46,0,0.2006,1.0000,0.09450,0.0000,0.0001 48,46,47,1,0.2006,124.0035,0.0018,-2.2072,0,0001 49,47,48,0,0.2006,1,0000,0.09450,0.0000,0.0001 50,48,49,0,0.2006,1.0000,0.09450,0,0000,0.0001 51,49,50,0,0.2006,1.0000,0.09450,0.0000,0.0001 52,50,51,0,0.2006,1.0000,0.09450,0.0000,0.0001 53,51,52,0,0.2006,1.0000,0.09450,0.0000,0,0001 54,52,53,0,0.2006,1.0000,0.09450,0.0000,0.0001 55,53,54,0,0.2006,1.0000,0.09450,0.0000,0.0001 56,54,55,0,0.2006.1.0000,0.09450,C.C000,0.0001 d 57.55,56,0,0.2006,1.0000,0.09450,0.000;,0,0001 5 5,56,57,0,0. 2 0 06,1. 0000,0. 0 94 R . 0. 0 0;; ,0,0 001 COMM ISCOATE PUMP C ; CCMM 6" x 6" x 6" TEE ERANCH W CHA'i iEO IN *.'All ' : 2 COMM 59,57,55,C,0.2006,1.0000,1.0,. 000:,r.356 i COMM 6"/4" PIFING TO MUF 10 (C-D> l COMM 6G,55,59,0,0.2006,1.0000,2.06'1.;,;;00 t.356 COMM 61,59,60,1,0.2006,14.8512,0.001s,,5.5097,6.396 COMM FIXED FLOW NCE FOR MUF-1C ! 1 .COMM 62,60,998,-1,0.2006.1.0001,6.34636.0.00 '.6.3663s l CCMM 6" x 6" x 6" TEE RUN (K CHAN3E0 ::. VAll! I 63,57,61,0,0.2'06.1.0000,0.3. .-.;',0. ~'.' , l Page 3 i n n-, -- - - - - - ---.m ,, - - - - - - , , - , , - - , - -, i
, - .- ._ . - - - . .- . ....- - - -_ - - . -- - ~ . -
Calculation M96-0007, MUT/BWST Hytran Analysis Atiachmsnt 11 l j - COMM 6" PIPING TO MUT-1 TEE BRANCH (C-F) l ( 64,61,62,0,0.2006,1.0000,0.24000,0.0000,0,0001 l 1
,, ) 65,62,63,1,0.2006,14.9374,0.0018,0.0000,0.0001 COMM 6" x 6" x 4" TEE RUN (K CHANGED IN VAB1) 66,63,73,0,0.2006,1,0000,3.3,0,0000,0.0001 COMM 4" PIPING FROM MUT-1 TO 6" PUMP SUCTICN HEADER (E-F) 67,200,64,0,0.0884,1,0000,0.40675,0.0000,4.035 68,64,65,0,0.0884,1.0000,0.40675,0.0000,4.035 69,65,66,0,0.0884,1.0000,0.40675,0.0000,4.035 70,66,67,0,0.0884,1.0000,0.40675,0.0000,4.035 71,67,68,1,0.0884,97.1354,0.0018,5.4421,4.035 72,68,69,0,0,0884,1.0000,0.40675,0.0000,4.035 73,6 9,7 0, 0, 0. 08 8 4,1. 0 0 0 0, 0. 4 0 6 7 5,0. 0 0 0 0,4 . C 3 5 74,70,71,0,0.0884,1.0000,0.40675,0.0000,4.035 75,71,72,0,0.0884,1-.0000,0.40675,0,0000,4.035 COMM 6" x 6" x 4 " TEE BRANCH (K CHANGED IN VAB1) 76.72,73,0,0.0884,1.0000,1.0,0.0000,4.035 COMM 6'/4" PIPING TO MUP-1B (F-H) 77,73,74,0,0.2006,1.0000,3.53110,0,0000,6.386 78,74,75,1,0.2006,15.7887,0.0018,14.8709,6.386 COMM FIXED FLOW Net rux Mur-Ao 79,75,999,-1,0.2006,1.0000,1.7782,0,0000,1.7782 COMM END OF NCE DATA ENDD PUMP DATA COMM NRA,1170.0, COMM HRA,190.0, COMM QRA,24. 7, COMM TRA,10.0, COMM INR,10.0, COMM X 0.,0.3927,0.7858,1.1781,1.5708,1.9635,2,3569,2.7489, COMM- 3.1416,3.3866,3.6052,3.7851,3.9270,4.1409, COMM 4.2487,5.1051,5.4978,5.8905,6.2832,END COMM WH 0.75,0.725,0.700,0.750,0.500,0.900,1.0,1.300, COMM 1.1316,1.0650,0.9053,0.6905,0.5000,0.2187, i COMM 0.1157,-0.50,-0.25,0.10,0.75,END COMM ENDP
.ENDD l
, ARRY DATA ENDD VAB1 DATA ENDD VAB2 DATA C.. .... . ................ . ......... .. ....... .. . ..
C... CALCULATE K FOR NCE # 31 USING DATA FROM IDEL'CHIK a C... DIAGRAM 7-21 2m IF (G31/G29 .GT. 0.8) THEN !-
+ v AP=0.9
~
ELSE s AP=1.0
. ENDIF K31 - AP = f 1 + (G31/G29'**2.0 i K31 = K31 *
( G29 / G31 ** 2.0 C. ... .. . ... . ... . ... . . . .. .. . .... . C... CALCULATE K FOR NCE # 3' ;*5ING DATA FRCM IDEL' CH!K C. DIAGRAM 7-21 IF IG37/G36 .GT C.O THEN AF=0.9 ELSE AP=1.C ENDIF K37 = AF - :0.34 + (G3' T-{ **I.: M37
- V37 * ! G36 / G-' **
2.0 J Page 4 :
. . . .. . . - . ~ . - . .
- i
? 6 i l
- Calculation M96-0007, MUT/BWST Hytran Analysis Attachment 11' i
"x C... CALCULATE K FOR NCE # 59 USING DATA FROM IDEL'CHIK C... DIAGRAM 7-21. BRANCHLINE ISOLATED IN FINAL RUNS !
j. C IF (G59/G58 .GT. 0.8) THEN , i C AP=0.9 i . C ELSE C AP=1.0 C ENDIF ! C h59 = AP * (0.34 + (G59/G58) * *2.0 ) ' C K59 - K59 * ( GS8 / G59 ) ** 2.0 j
- C............ ............ ............................. ;
1 C...' CALCULATE K FOR NCE # 63 USING DATA FROM IDEL'CHIK ' C... DIAGRAM 7-23 IF ( ABS (1-G63/G58) .LE. 0.1) THEN K63 = 0.30
- ELSE
.i 'K63 = 0.4 * (1 - G63/G58) ** 2.0 J K63 - K63 * ( GE+ / G63 ) ** 2.0 ENDIF C........................ ................................. C... CALCULATE K FOR NCE # 66 USING DATA FROM IDEL'CHIK C. DIAGRAM 7-7 3 QBQC = (X76*G76)/(X77*G77) t K66 = 1.55*QBOC - QBQC**2.0
- p. IF (K66 .LE.'O.0) K66=0.0 K66 = K66 * ( G77 / (G66+.0001) ) ** 2.0 C. ........ ............... ............ ....... . ......
C... CALCULATE K FOR NCE # 76 USING DATA FROM IDEL'CHIK C... DIAGRAM 7-7, CONVERGING TEE BRANCH. ADD VELOCITY HEAD C... TO RUN IF BRANCH'K IS LARGE NEGATIVE NUMBER. OBOC = (X76 *G76 ) / (X77*G77) gg si IF (QBQC .LE. 0.0) QBQC=0.0 5 K76=.75 * (1 + QBOC*QBQC/(0.4407*.4407) - 2. 0* (1-QBQC) *
- 2. 0) kms / K76 =.K76 * ( G77 / G76 ) ** 2.0 IF (K76 .LE. -15.0) THEN K76=0.003 K66=K66+1.0 '
ELSE ENDIF
- C.. ....................... ....... . .....................
C. . . MODEL CHECK VAL'*E IN MUT-1 DISCHARGE IF (G68 .LE. 0.0) THEN K68-99999999.0 ELSE K68-0.40675 ENDIF C .; . . ......,.............. .... ........... .. ... ...... (
-Cve . INITIALIZE VARIABLES b:
IF (TIME .LE. TSTP) THEN . C .. BLEVA IS LEVEL ABOVE NOZZLE. E.*.EVI IS INDICATED LEVEL, C. . WHICH IS IN EFFECT ABOVE 119.167' (122'-D" - 34")
, BLEVA=41.56'i .
BLEVI-44.9 B3ASPR= .199+14.7 L" E7A= 72 . 2 3 75 /12 . 0 ULEVI=74.937E/12.0 UG AS F R = 17 . C + 14 . 7 U3ASVL-333.5EE C'.!ATVL-2 7 0. 0 5 3 WATVPR=2.5375 ELSE ENDIF C. ... . . . . (' C. . PRINT RESULTS !N ELOC FILES E' _RY 10 0 SECS
'T : I ST A . NE .1. RETURN Page 5
a ,,_e2a pa, a ana s, mama 6.-u- .o 4 +"" -' Calculation M96-0007, MUT/BWST Hytran Analysis Attachmont 11 i
, XCOUNT= TIME-COUNT / IF (XCOUNT.GE.100.0) THEN l
WRITE (21,2 0 ) TIME , BLEVA, BLEVI , K76, G76, K6 6, G6 6 20 FORMAT (7F10.4) WRITE (22,30) TIME,P200,G67,ULEVA,ULEVI,UGASPR,UWATVL,P73 30 FORMAT (BF10.4) l' COUNT = TIME ELSE ENDIF C............ ................................... ......... C. . CALCULATE CHANGE IN WATER LEVELS, ETC... IN BWST AND MUT IF (TIME .GT. TSTP) THEN l C... BWST LEVELS AND PRESSURES. THIS MODELS ONLY TO THE NOZZLE. BDVOL=Gl
- X1
- TSTP' ( - 1. 0) .
BDLEV-BDVOL/1256.64 BLEVA=BLEVA+BDLEV BLEVI-BLEVI+BDLEV P100=BGASPR+(BLEVA*61.9192/144.0) C... MUT-1 LEVELS AND PRESSURES UDVOL= (G67*X67 *TSTP* (-1. 0) ) + (111.0*TSTP/7.4805/60,0) UWATVL=UWATVL+UDVOL UGASVL=UGASVL-UDVuu C... IF LEVEL IS INSIDE PIPE ABOVE LONG HORIZONTAL RLH IF (UWATVL .GT. (-1.304) .AND. UWATVL .LE. 0.0) THEN ULEVA=UWATVL/X67 ULEVI=0.0 ELSE ENDIF C...'IF LEVEL IS JUST ABOVE PIPE NOZZLE AND BELOW NUCKLE IF ((UWATVL .GT. 0.0) .AND. (UWATVL .LE. 21.750)).THEN ! ULEVA= ( (UWATVL* 172 8 ) ' . 5 07 ) /17 . 6 8 9 /12 . O ULEVI=0,0
.ELSE ENDIF C... IF LEVEL IS IN KNUCKLE REGION IF ( UWATVL . GT . 21,750 . AND . UWATVL . LE . ( 21. 750 + 19 . 72 9 ) ) THEN ULEVA= ( 11. 78 97 + ( (UWATVL- 21. 73 0 )
- 172 8 ) " . 96 2 /4 581. 874 ) /12 . 0 ULEVI=0.0 ELSE ENDIF ,
C... IF LEVEL IS IN STRAIGHT FLANGE RPGION IF (UWATVL.GT.41.479 . AND . UWATVL . LE . ( 41. 4 7 9 + 6 . 75 5 ) ) THEN ULEVA=(11,7897+4.9968)/12.0+(UWATVL-41.479)/49.0943
.ULEVI=0.0 ELSE ENDIF C... IF LEVEL ISIIN SHELL CYLINDER REGION IF (UWATVL .GT. 48.234) THEN ULEVA= (11. 78 97 + 4 . 9 96 8 + 1. 6 510 ) /12 . 0 + (UWATVL- 4 8 . 2 34 ) /4 9. 4 8 32 ULEVI =ULEVA+ ( 2 . 7 - 19 . 937 5 ) /12 . 0 IF (ULEVI .LT. 0.0) ULEVI - 0.0 C. . MU LEV INDICATED IS ACTUALLY CNLY TRUE DOWN TO A LEVEL OF 19.9375' C... ABOVE THE TANK BOTTOM, BELOW THIS LEVEL THE INSTRUMENT WILL N;T C. . A TJALLY OPERATE.
ELSE ENDIF C. ADJUST PRESSURE SOUNDARY CONO: TION FCR M W-1 UGASFR=17.C+14.7 F 2 0 0 =UGAS FR+ (ULEVA* 61. 9192 /14 4 . 0 ; ELSE ENDIF
- CFEN BWST IF ML*T LEVEL IS LESS THA*: 19" ~ '
!? IiULEVI ,GT (18.0/12.0;< .OR. (G35 .LT. <
THEN M35=99993 H.; Page 6
l l Calculation M96-0007, MUT/BWST Hytran Analysis Attachment 11 ; l l ELSE n) ( N 4./ K35-0.45375 ENDIF
'I I
l C... ADJUST TIME END IF (ULEVA .LE. 0.0) TEND = TIME +0.1 ENDD VAB3 DATA ENDD USER DATA ENDD ENDD E O O Page 7
Calculation M96-0007, MUT/BWST Hytran Analysis Attachment 12 [\ This Attachment contains the output file for one time step close to the end of the transient. HYTN41 REV O GILBERT / COMMONWEALTH INC. 1989 HYTRAN INF=CRMUT15.DAT - BWST/MUT 1 DRAWDOWN MODEL APPENDIX R E TIME =28540.1400 ~
**N00E= 1( 2): Ps 31.4863 T= 100.0000 0= 61.9192 QM= .0000 QMH= .0000 QV= .00 U= .0000 TE= .0000 VOL= 1.4459 CS=4882.1760 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY To-FROM XK 1 .6666E+01 .112 1 100 4014E-01 2 .6779E+01 .114 2 1 .4014E 01
**N00E= 2( 2): Ps 31.4860 T= 100.0000 0= 61.9192 QMs .0000 QMH= .0000 QV= .00 Us .0000 TE= .0000 VOL= 1.4459 CS=4882.1760 VP= .0000 NCES INFORMATION : 8 RANCH No, MASSFLOW RATE VELOCITY To FROM FK 2 .6779E+01 .114 2 1 4014E-01 3 .6671E+01 .113 3 2 4014E 01
**N00E= 3( 2): P= 31.4862 T= 100.0000 D= 61.9192 QM= .0000 QMH= .0000 cvs .00 U= .0000 TE: .0000 l VOLs 1.4459 CS=4882.1760 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY To FROM XK 3 .6671E+01 .113 3 2 .4014E 01 4 .6693E+01 .113 4 3 4014E 01
** NODE = 4( 2): P= 31.4862 T= 100.0000 D= 61.9192 QMs .0000 QMH= .0000 QV= .00 U= .0000 TE= .0000 VOL= 1.4450 CS=4882.1760 VP= .0000 NCES INFORMATION : BRANCH No. MAS $ FLOW RATE VELOCITY T0-FROM XK 4 .6(93E+01 .113 4 3 .4014E 01 5 .6744E+01 .114 5 4 .4014E 01
** NODES 5( 2): P= 31.4861 T= 100.0000 0= 61.9192 QM= .0000 A
.0000 QVs .00 U= .0000 TE= .0000 j QMH=
VOL= 1.4459 CS=4882.1760 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY To FROM XK 5 .6744E+01 .114 5 4 .4014E 01 6 .6693E+01 .113 6 5 .4014E 01
**N00E= 6( 2): P= 31.4862 T= 100.0000 D= 61.9192 QM= .0000 QMHz .0000 QV= .00 U= .0000 TE= .0000 VOL= 1.4459 CS=4882.1760 VP= .0000 1 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY T0-FROM XK l 6 .6693E+01 .113 6 5 .4014E-01 I 7 .6688E+01 .113 7 6 4014E 01
**N00E= 7( 2): P= 31.4862 T= 100.0000 D= 61.9192 QMs .0000 QMH= .0000 QV= .00 U= .0000 TE= .0000 VOL= 1.4459 CS=4882.1760 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY To-FROM XK 7 .6688E+01 .113 7 6 .4014E-01 8 .6736E+01 .114 8 7 4014E-01
** NODE = 8( 2): P= 31.4861 T= 100.0000 D= 61.9192 QM= .0000 d
OMHz .0000 QV= .00 U= .0000 TE .0000
- VOL= 1.4459 CS=4882.1760 VP= .0000 NCES INFORMATION . BRANCH NO. MAS $ FLOW RATE VELOCITY To-FROM XK 8 .6736E+01 .114 8 7 4014E-01 9 .6711E+01 .113 9 8 4014E-01
**N00E= 9( 2): P= 31.4862 T= 100.0000 D= 61.9192 QMa .0000 CMH= .0000 CV= .00 Us .0000 T2= .0000 VOL= 1.4459 CS=4882.1760 VP= .0000 )
hCES INFORMATION BRANCH NO. MASSFLOW RATE VELOCITY To FROM xK 9 .6711E+01 .113 9 8 .4014E 01 to .6705E+01 .113 10 9 .4014E 01 "40CE= 10( 2): P= 31.4B62 T= 100.0000 D= 61.9192 G== .0000 QwH= .0000 QVs .00 U= .0000 TEs .0000 VOL= 1.4459 CS=4B82.1760 VP= .0000 h0Es gur0R=ATION SRANCH No. MASSFLCW RATE VELOCITY T0-FROM rr
<v . 10 .6705 E + 01 ,113 10 9 401&E-01
[ 11 .6711E+01 .113 11 10 4014E-01 "h0CE= 11( 22: P= 31.4862 Ts 100.0000 Cs 61.9192 cws .0000 l Page 1
- . . .- . -- _ _- . - - . - - - . . - .~ . .
J Calculation M96-0007, MUT/BWST Hytran Analysis Attachment 12 QMHz .0000 QV= .00 Us .0000 TE= .0000 1 VOL= 1.4459 CS=4882.1760 VP= .0000 f'~) NCES INFORMATION BRANCH NO. MASSFLOW RATE VELOCITY TO-FROM XK 11 .6711E+01 .113 11 10 .4014E 01 12 .6714E+01 .113 12 11 .4014E 01
** NODES 12( 2): P= 31.4862 T= 100.0000 De 61.9192 uM: .0000 GMH= .0000 Qva .00 U= .0000 TE= .0000 VOL= 1.4459 CS=4882.1760 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY TD FROM XK 12 .6714E+01 .113 12 11 .4014E-01 13 .6715E+01 .113 13 12 .4014E-01
** NODE = 13( 2): P= 31.4862 T= 100.0000 0= 61.9192 oft = .0000 DMH= .0000 QVs .00 Un .0000 TE= .0000 VOLs 1.4459 CS=4882.1760 VP= .0000 4 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY To FROM XK l 13 .6715E+01 .113 13 12 4014E 01 14 .6712E+01 .113 14 13 4014E 01
**h00E= 14(-2): P= 31.4862 T= 100.0000 D= 61.9192 QM= .0000 QMH= .0000 QV= .00 U= .0000 TE= .0000 VOL= 1.4459 CSn4882.1760 VP= .0000 NCES INFORMAT!DN : BRANCH NO. MAS $ FLOW RATE VELOCITY TD FROM XK 14 .6712E+01 .113 14 13 4014E-01 15 .6713E+01 .113 15 14 .1800E-02
** NODES 15( 2): P= 46.1865 T= 100.0000 D= 61.9192 QM= .0000 QMH= .0000 QVs .00 U= .0000 TE= .0000 VOL= 1.4459 CS=4883.0000 VP= .0000 NCES INFORMATION : BRANCH NO. MAS $ FLOW RATE VELOCITY To FROM XK 15 .6713E+01 .113 15 14 .1800E 02 16 .6706E+01 .113 16 15 4014E-01
** NODES 16( 2): Ps 46.1865 T= 100.0000 0= 61.9192 QM= .0000 l QMH= .0000 QV= .00 Um .0000 TE= .0000 VOL= 1.4459 CS=4883.0000 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY TO-FROM XK 16 .6706E+01 .113 16 15 .4014E-01 fr s 17 .6715E+01 .113 17 16 4014E 01
( i) **N00E= 17( 2): Ps 46.1865 T= 100.0000 0= 61.9192 DM= .0000
\s_ / QMH= .0000 QVs .00 U= .0000 TE= .0000 VOL= 1.4459 CS=4883.0000 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY 10-FROM XK s 17 .6715E+01 .113 17 16 4014E 01 3g Yi 18 .6718E+01 .113 18 17 .4014E 01 r?
**N00E= 18( 2): P= 46.1865 Ta 100.0000 0= 61.9192 QMs .0000
? QMH= .0000 QV= .00 U= .0000 TE= .0000 ;
VOL= 1.4459 CS=4883.0000 VP= .0000 > NCES INFORMAfl0N : BRANCH No. MASSFLOW RATE VELOCITY T0-FROM XK 18 .6718E+01 .113 18 17 4014E-01 , 19 .6712E+01 .113 19 18 4014E-01
**N00E= 19( 2): P= 46.1865 T= 100.0000 0 61.9192 DMs .0000 QMH= .0000 QVs .00 U= .0000 TE= .0000 VOL= 1.4459 CS=48a3.0000 VP= .0000 4 6 -
NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY TO-FROM XK 9 3 3- ic 19 .6712E+01 .113 19 18 4L?(= 01 'ni? jyr f in*U * 20 .6711E+01 .113 20 19 .4014E 01 t t. . f- ;
/ ( ** NODE = 20( 2): P= 46.1f65 Ta 100.0000 Os 61.9192 QMs .0000 -
b 'Ps OMH= .0000 QV= .00 U= .0000 TE= .0000 . VOL= 1.4459 CS=4883.0000 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY 10-FROM XK
- 20 .6711E+01 .113 20 19 4014E-01 .,
21 .6736E +01 .114 21 20 4014E-01
** NODES 21( 2): P= 46.1865 T= 100.0000 Da 61.9192 QM= .0000 0"M= .0000 CV= .00 U= .0000 TE= .0000 VOL= 1.4.59 CS=4883.0000 VP= .0000 hCES lEFCPMAT10h ERAhCH 40. =ASSFLOW R ATE VELOCITY 70 FROM xK 21 . 6736E + 01 .114 21 20 4014E 01 22 .6701E+01 113 22 21 401 E-01
** NODES 22( 2): P= 46.1865 T= 100.0000 0= 61.9192 c== .0000 GM*= .0000 cvs .00 Us .0000 TEs .0000 VOL= 1.4459 CSc4E83.0000 VP= .0000
'"~' yr
/ hCES 14 FORMA 1104 ERAkCM ho. PASSFlow aATE VELOCITY 70 Fa0M
(,,}r 22 23
.6701E+01
.6723E *01 113 22 21 113 23 22 4014E 01 4014I.Ct Page 2
C6fculation M96-0007, MUT/BWST Hytran Analysis Attachmsnt 12 j e ** NODES 23( 2): P= 46.1865 T= 100.0000 D= 61.9192 QMs .0000 QMHz .0000 QV= .00 Us .0000 TE= .0000 VOL= 1.4459 CS=4883.0000 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY 10 FROM XK 23 .6723E+01 .113 23 22 4014E-01 24 .6723E+01 .113 24 23 .4014E-01
**N00E= 24( 2): P= 46.1865 T= 100.0000 0= 61.9192 QM= .0000 DMH= .0000 Qv= .00 U= .0000 TE= .0000 VOL= 1.4459 CS=4883.0000 VP= .0000 NCES INFORMATION : BRANCH No. MASSFLOW RATE VELOCITY T0 FROM XK 24 .6723E+01 .113 24 23 .4014E-01 25 .6718E+01 .113 25 24 .4014E 01
**N00E= 25( 2): P= 46.1865 T= 100.0000 Os 61.9192 DM= .0000 DMH= .0000 QVs .00 U= .0000 TE= .0000 VOL= 1.4459 CS=4883.0000 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY To FROM XK 25 .6718E+01 .113 25 24 4014E 01 26 .6725E+01 .113 26 25 .4014E-01
**N00E= 26( 2): P= 46.1865 T= 100.0000 D= 61.9192 QM= .0000 QMHz .0000 Qvs .00 Us .0000 TE= .0000 VOL= 1.4459 CS=4883.0000 VP= .0000 NCES INFORMATION : BRANCH NO. MAS $ FLOW RATE VELOCITY 70 FROM XK 26 .6725E+01 .113 26 25 .4014E-01 27 .6720E+01 .113 27 26 .4014E 01
**N00E= 27( 2): P= 46.1865 T= 100.0000 0= 61.9192 DM= .0000 DMHz .0000 QV= .00 Us .0000 TE .0000 VOL= 1.4459 CS=4883.0000 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY To-FROM xK 27 .6720E+01 .113 27 26 4014E-01 28 .6723E+01 .113 28 27 .4014E-01
**N00E= 28( 2): P= 46.1865 T= 100.0000 0= 61.9192 OM= .0000 DMHz .0000 QV= .00 U= .0000 TE= .0000 VOL= 1.4459 CS=4883.0000 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY TO-FROM XK
/ ~ 'i 28 .6723E+01 .113 28 27 .4014E 01 \ ,,,/ 29 .6724E+01 .113 29 28 4014E 01
**N00E= 29( 2): P= 46.1865 T= 100.0000 0= 61.9192 CM= .0000 QMH= .0000 QVs .00 U= .0000 TE .000C VOL= 1.4459 CS=4883.0000 VP= .0000 NCES INFORMATION : BRANCH NO. MAS $ FLOW RATE VELOCITY To-FROM XK LA 29 .6724E+01 .113 29 28 4014E-01 R 31 .6724E+01 .541 30 29 9395E+00
**N00E= 30( 2): Ps 46.1846 T= 100.0000 0= 61.9192 oms .0000 L 3 QMHz .0000 QV= .00 U= .0000 TE .0000 }
VOL= 1.3871 CS=4883.0000 VP= .0000 ? NCES INFORMATION BRANCH No. MASSFLOW RATE VELOCITY To-FROM xr. 31 .6724E+01 .541 30 29 .9395E+00 32 .6724E+01 .541 31 30 .4538E+00
**N00E= 31( 2): P= 46.1838 T= 100.0000 0= 61.9192 QM .0000 DMH= .0000 QV= .00 U= .0000 TE= .0000
- ' *FI ' VOL= 1.3871 CS=4883.0000 VP= .0000 9lt; NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY T0-FROM XK E73 3' '32 .6724E+01 .541 31 30 4538E+00 ?d? i V 33 .6724E+01 .541 32 31 .4538E+00 . -
**N00Ek 32( 2): Ps 46.1829 T= 100.0000 Os 61.9192 QM= .0000 ^
DMH= .0000 QV= .00 Us .0000 TE: .0000 <
^
VOL= 1.3871 CS=4883.0000 VP= .0000 XK 1 NCES 'INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY TO FROM Y 33 .6724E+01 .541 32 31 4538E+00 34 .6724E+01 .541 33 32 .1800E 02
**NOCE= 33( 2): P= 42.0142 T= 100.0000 0: 61.0192 C== .3000 QMM= .0000 Qv= .00 Us .0000 TE .0000 VOL= 1.3S71 CS=4882.7660 VP= .0000 NCES INF0aMAT10% 6 RANCH NO. MASSFL0w RATE VF LOCI T Y To FacM st 34 .6724E+01 .541 33 32 18COE-C2 35 .6730E+01 .542 34 33 .453tE+00
**N00E= 34( 2): P= 42.0132 T= 100.0000 Os 61.919? ow= .0000
Cwas .0000 cvs .C0 U= .0000 TE .0000 VOL= 1.3871 CS=-8*2.7660 VP= .0000
\s,-) hCES INF00 MAT!ON : BRACCM NO. MASSFLOW 8 ATE VELOCITY To-FROM st 35 .6730E + 0 i .542 34 33 .*55tt+C0 Page 3
Calculation M96-0007, MUT/BWST Hytran Analysis Attacnment 12 3 36 .6727E+01 .542 35 34 .4538E+00 (
** NODES 35( 2): P= 42.0123 T= 100.0000 D= 61.9192 DM= .0000 )
DMH= .0000 ovs .00 Un .0000 TE= .0000 VOL= 1.3871 CS=4882.7660 VP= .0000 i NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY T0 FROM XK 36 .6727E +01 .542 35 34 4538E+00 37 .6724E+01 .541 36 35 ' .1206E+01
** NODES 36( 2): P= 42.0099 T= 100.0000 D= 61.9192 QM= .0000 QMHz .0000 ova .00 Us .0000 TE= .0000 VOL= 1.2305 CS=4882.7660 VP= .0000 NCES INFORMAfl0N : BRANCH NO. MASSFLOW RATE VELOCITY TO FROM XK 37 .6714E+01 .541 36 35 .1206E+01 38 .6726E+01 .542 37 36 .9450E 01
** NODE = 37( 2): P= 42.0097 T= 100.0000 Da 61.9192 QM .0000 QMH= .0000 QVs .00 U= .0000 TE .0000 VOL= 1.2305 CS=4882.7660 VP= .0000 WCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY To-FROM XK 38 .6726E+01 .542 37 36 .9450E-01 39 .6722E+01 .541 38 37 .9450E 01
** NODE = 38( 2): P= 42.0096 T= 100.0000 D= 61.9192 QM= .0000 QMH= .D000 QV= .00 U= .0000 TE= .0000 VOL= 1.2305 CS=4882.7660 VP= .0000 NCES INFORMATION : BRANCH No, MAS $ FLOW RATE VELOCITY To-FROM XK .
39 .6722E+01 .541 38 37 .9450E 01 40 .6726E+01 .542 39 38 .9450E 01
** NODES 39( 2): P= 42.0094 T= 100.0000 0= 61.91G2 QM= .0000 QMH= .0000 QV= .00 Um .0000 TE .0000 VOL= 1.2305 CS=4882.7660 VP: .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATC VELOCITY T0 FROM XK 40 .6726E+01 .542 39 38 .9450E-01 41 .6725E+01 .541 40 39 .9450E 01
** NODES 40( 2): P= 42.0092 T= 100.0000 D= 61.9192 QM .0000 QMH= .0000 ovs .00 U= .0000 TE= .0000 VOLs 1.2305 CS=4882.7660 VP= .0000 p'"'g NCES INFORMATION : BRANCH No. MAS $ FLOW RATE VELOCITY TO FROM XK i ) 41 .6725E+01 .541 40 39 9450E-01
'd 42 .6724E+01 .541 41 40 .9450E 01
**N00E= 41( 2): P= 42.0090 T= 100.0000 D= 61.9192 QMs .0000 QMH= .0000 QV= .00 U= .0000 TE= .0000 VOL= 112305 CS=4882.7660 VP= .0000 NCES INFORMAT!DN : BRANCH NOE MASSFLOW RATE VELOCITY 70-FROM XK 42
.6724E+01 .541 41 40 .9450E 01 43 e .6726E+01 .541 42 41 .9450E 01
**N00E= 42( 2): P= 42.*0088 T= 100.0000 D= 61.9192 QM= .0000 QMH= .0000 QV= .00 Us .0000 TE= .0000 VOL= 1.2305 CS=4882.7660 VP .0000 NCES INFORMATION : BRANCH N0'. MASSFLOW RATE VELOCITY 70 FROM XK 43 .6726E+01 .541 42 41 .9450E-01 44 .672$l+01 .5*1 43 42 .9450E 01
** NODES 43( 2): P= 42.0086 T= 100.0000 D 61.9192 QMs .0000 QMHz '9.0000 QV .00 U= .0000 TE= .0000 VOLs l2305
. CS=4882.7660 VP= .0000 NCES INFORMATION : BRANCH N01' MASSFLOW RATE VELOCITY To-FROM XK 44 ' -- .6725E+01 .541 43 42 .9450E 01 45 .672SE+01 .541 44 43 .9450E 01
**N00E= 44( 2): P= 42.0085 T= 100.0000 D= 61.9192 QM= .0000 GMHz' '. 0000 ov .00 U= .0000 TE: .0000 VOL= 1.2305 C:=4882.7660 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY To-FROM xK 45 .6725E+01 .541 44 43 .9450E 01 46 .6726E+01 .541 45 44 .9450E 01
**400E= 45( 2): P= 42.0083 T= 100.0000 0= 61.9192 C== .0000 Cww= .C000 CVs .00 Us .0000 TE= .0000 v0L 1.2335 CS=4832.7660 VS= .0000 4;ES IhrCRMATIch -
ERAhM k0. MASS
- LOW RATE LE C;ITY 70 Frow iK 46 .6726E+01 .541 45 64 .9450E 01 47 .6726E+01 .541 46 45 9450E 01
,,,s, **40CE: 46( 2): P= 42.C;81 T= 100.0000 D= 61.9172 G== .0000 Cwds .0000 CVs .00 Us .0000 ?fs .C000 jss ,,,,} VOL= 1.2305 CS=4882.7660 VP= .0000 4;ES thr0eusT;0g . gaanCH NO. waSSFLOw pA!E VILOCITY 70- s a ou sK Page 4
Calculation M96-0007, MUT/BWST Hytran Analysis Attachment 12 , 1 47 .6726E+01 .541 46 45 .9450E 01 O* t ** NODE = 47( 2): P= 48 38.3420
.6726E+01 T= 100.0000
.541 D=
47 46 61.9192 QM=
.1800E 02
.0000 QMH= .0000 ovs .00 U= .0000 TE: .0000 J
VOL= 1.2305 CS=4882.5600 VP= .0000 NCES INFORMATION : BRANCH NO. l MASSFLOW RATE VELOCITY To FROM XK 48 .6726E+01 .541 47 46 1800E-02 1 49 .6726E+01 .542 48 47 .9450E 01 l
** NODES 48( 2): P= 38.3418 T= 100.0000 0 61.9192 QMs .0000 QMHz .0000 QVs .00 U= .0000 TE: .0000 l VOL= 1.2305 CS=4882.5600 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY T0 FROM XK 49 .6726E+01 .542 48 47 9450E-01 1 50 .6724E+01 .541 49 48 .9450E-01
**N00E= 49( 2): P= 38.3417 T= 100.0000 D= 61.9192 QM= .0000 QMH= .0000 QV= .00 U= .0000 TE: .0000 j 1.2305 CS=4882.5600 VP= .0000 VOL=
NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY To FROM XK 50 .6724E+01 .541 49 48 .9450E 01 51 .6727E+01 .542 50 49 9450E 01 "N00 E = 50( 2): P= 38.3415 T= 100.0000 D= 61.9192 QMs .0000 QMH= .0000 Qva .00 U= .0000 TE: .0000 VOL= 1.2305 CS=4882.5600 VP= .0000 i NCES INFORMATION : 3 RANCH NO. MASSFLOW RATE VELOCITY T0 FROM XK 51 .6727E+01 .542 50 49 .9450E-01 52 .6726E+01 .541 51 50 .9450E 01
**N00E= 51( 2): P= 38.3413 T= 100.0000 D= 61.9192 QMs .0000 QMH= .0000 QV= .00 Us .0000 TE= .0000 VOL= 1.2305 CS=4882.5600 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY T0 FROM XK 52 .6726E+01 .541 51 50 .9450E 01 53 .6726E+01 .541 52 51 .9450E 01
** NODE = 52( 2): P= 38.3411 T= 100.0000 D= 61.9192 QMs .0000 QMH= .0000 QV= .00 U= .0000 TE= .0000 1.2305 CS=4882.5600 VP. .0000 (qj VOL=
NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY T0-FROM XK b/ 53 .6726E+01 .541 52 51 .9450E-01 54 .6726E+01 .542 53 52 .9450E 01
** NODES 53( 2): P= 38.3409 T= 100.0000 D= 61.9192 QM= .0000 QMHz .0000 Qvs .00 Um .0000 TE= .0000 VOL= 1.2305 CS=4882.5600 VP= .0000 NCES INFORMATION : 8 RANCH NO. MA$$ FLOW RATE VELOCITY To FROM XK 54 .6726E+01 .542 53 52 9450E-01 55 .6726E+01 .541 54 53 .9450E 01
** NODE = 54( 2): P= 38.3407 T= 100.0000 D= 61.9192 QM= .0000 QMHz .0000 QV= .00 U= .0000 TE= .0000 VOL= 1.2305 CS=4882.5600 VP= .0000 NCES INFORMAfl0N : BRANCH NO. MASSFLOW RATE VELOCITY TO-FROM XK 55 .6726E+01 .541 54 53 .9450E-01 56 .6727E+01 .542 55 54 .9450E 01
** NODE = 55( 2): P= 38.3406 T= 100.0000'0= 61.9192 QM= .0000 QMH= 0000 QV= .00 u= _. .0000 TE= .0000 VOL= 1.2305 CS=4882.5600. VP= .0000 NCES INFORMATION BRANCH NO. MASSFLOW RATE VELOCITY To-FROM XK 56 .6727E +01 .542 55 54 9450E-01 57 .6727E +01 .542 56 55 .9450E 01
** NODES 56( 2): P= 38.3404 T= 100.0000. D 61.9192 QM .0000 QMH= .0000 QVs .00 Un .0000 TE .0000 VOL= 1.2305 CS=4882.5600 -VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY TO FROM XK 57 .6727E+01 .542 56 55 9450E 01 58 .6726E+01 .542 57 56 .9450E-01
**N00Ee 57( 2): P= 38.3402 T= 100.0000 D= 61.9192 QM= .0000 QwH= .0000 Qvs .00 U= .0000 TE= .0000 VOL= 1.2305 CS=4882.5600 VG= .C000
- 8K
%CES INFCEwAtl0N BRAhCH h0. MASSFLOW RATE VELOCITY To FROM 58 .6726E-01 .542 57 56 945CE-01 63 .6727E+01 .542 61 57 .3000E+C0
**h0CE: 61( 2): P= 38.3396 T= 100.0000 C= 61.9192 Cw= .0000
\ CMas .0000 PVs .00 U= .0S00 TE .0000 V0.= .9929 CS= 882.5600 ves .0000 Page 5
Calculation M96-0007, MUT/BWST Hytran Analysis Attachment 12 NCES INFORMAfl0N : BRANCH NO. MASSFLOW RATE VELOCITY 70 " ROM XK 63 .6727E +01 .542 61 57 .3000E+00 64
.6727E +01 .542 62 61 .2400E+00
\s. **N00E= 62( 2): P= 38.3391 T= 100.0000 D= 61.9'92 QM= .0000 QMH= .0000 QV= .00 Us .CJ00 TE= .0000 VOL= .9989 CS=4882.5600 VP . >000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY '0 FROM XK 64 .6727E +01 .542 62 61 .2400E+00 65 .6727E+01 .542 63 62 .1800E 02
** NODE = 63( 2): P= 38.3378 T= 100.0000 D= 31.9192 QM= .0000 QMH= .0000 Qve .00 U= .0000 TE: .0000
- VOL= .9989 CS=4882.5600 VP- .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELO lTY 70-FROM XK 65 .6727E +01 542 63 62 .1800E 02 66 .6727E+01 .542 73 63 .6404E+01
** NODE = 64( 2): P= 31.7662 T= 100.0000 D= 61.9192 QM= .0000 QMH= .0000 QV= .JO U= .0000 TE= .0000 VOL= 1.002, cs=6582.1910 VP= .0000 NCES INF02MAfl0N : BRANCH NO. MAS $ FLOW RATE VELOCITY T0 FROM XK 1
67 .1536E+02 2.806 64 200 .4067E+00 68 .1536E+02 2.806 65 64 4067E+00
**N00E= 65( 2): P= 31.7448 Ta 100.0000 D= 61.9192 DM= .0000 QMHz .0000 QV= .00 U= .0000 TE= .0000 VOL= 1.0025 CS=4882.1900 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY To-FROM XK 68 .1536E+02 2.806 65 64 .4067E+00 69 .1536E+02 2.806 66 65 .4067E+00
**N00E= 66( 2): P= 31.7234 T= 100.0000 D= 61.9192 QM .0000 QMH= .0000 Qva .00 U= .0000 TE= .0000 VOL= 1.0025 CS=4882.1890 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY 70 FROM XK 69 .1536E+02 2.806 66 65 .4067E+00 70 .1536E+02 2.806 67 66 .4067E+00
**N00E= 67( 2): P= 31.7021 T= 100.0000 D= 61.9192 QM= .0000
.0000 QV= .00 U= .0000 TE
/ p\ Ci1H =
VOL= 1.0025 CS=4882.1880 VP= .0000
.0000
\s,,,/ .NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY To FROM XK TO .1536E+02 2.806 67 66 4067E+00 71 .1536E+02 2.806 68 67 .1800E-02
** NODE = 63( 2): P= 38.4631 T= 100.0000 D= 61.9192' QM= .0000 QMHz .0000 Qva .00 U= .0000 TE= .0000 VOL= 1.0025 Cs=4882.5670 VPz .0000 NCES INFORMATION : 8 RANCH NO. MASSFLOW RATE VELOCITY 70-FROM XK ,,
71 .1536E+02 2.806 68 67 .1800E 02 72 .1536E+02 2.806 69 68 .4067E+00
**N00E= 69( 2): P= 38.4417 T= 100.0000 D= 61.9192 QMs .0000 1 QMHz .0000 cvs .00 U= .0000 TE= .0000 l VOL= 1.0025 CS=4882.5660 VP= .0000 NCES INFORMATION : BRANCH No. MASSFLOW RATE VELOCITY TO FROM XK 72 .1536E+02 2.806 69 68 4067E+00 73 .1536E+02 2.806 70 69 .4067E+00
**N00E= 70( 2): P= 38.4203 T= 100.0000 D= 61.9192 OM= .0000 QMH= .0000 QVs .00 U= .0000 TE: .0000 VOL= 1.0025 CS=4882.5640 VP= .0000 -
NCES INFORMATION : BRANCH No. MASSFLOW RATE VELOCITY 70-FROM XK 73 .1536E+02 2.806 70 69 4067E+00 , 74 .1536E+02 2.806 71 70 .4067E+00
*
- N OC E = 71( 2): P= 38.3990 T= 100.0000 0 61.9192 cms .0000 CMHz .0000 QV= .00 U= .0000 TE: .0000 VOL= 1.0025 CS=4882.5630 VP= .0000 hCES INFORMATION BRANCH ho. MASSFLOW RATE VELOCITY T O. F R OM xK 74 .1536E+02 2.806 71 70 4067E+00 75 .1536E+02 2.806 72 71 .4067E+00
**%0CE= 72( 2): P= 38.3776 T= 100.0000 := 61.9192 C== .0000 GM9= .0000 cvs .00 U= .0000 TE= .0000 VOL= 1.0025 CS=4S82.5620 VP= .0000 NCES thf0AwAT10h ERAkCH ho. MASSFlow RATE VELOCIT Y To-FROM NK 75 1536E+02 2.836 72 71 .4067E*00
["'N f 76 .1536E + 02 2.E06 73 72 7952E * :
**W3 des 73 ( 3): P= 38.3253 T= 100.0000 0= 61.9192 C== C00;
\s.- C=n= .0003 Cv: .00 us .0000 TE= .0;':
PageG
Calculation M96-0007, MUT/BWST Hytran Analysis Attachment 12 VOL= 1.2080 CS=4882.5590 VP= .0000 g r~'N NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY To FROM XK
) 66 .6727E +01 .542 73 63 .6404E+01 76 .1536E+02 2.806 73 72 9952E+00 77 .2209E+02 1.778 74 73 .3531E+01
**N00E= 74( 2): P= 38.2507 Ta 100.0000 D= 61.9192 oM= .0000 QMH= .0000 QVs .00 Us .0000 TE .0000 VOL= 1.2080 CS=4882.5550 VP= .0000 NCE$ INFORMATION : BRANCH No. MASSFLOW RATE VELOCITY To FROM XK 77 .2209E+02 1. 778 74 73 .3531E+01 78 .2209E+02 1.778 75 74 .1800E 02
**N00E= 75( 2): Ps 41.3737 T= 100.0000 D= 61.9192 QMs .0000 oMH= .0000 ovs .00 U= .0000 TEs .0000 VOL= 1.2080 CS=4882.7300 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY TO-FROM XK 78 .2209E+02 1. 778 75 74 .1800E 02 79 .2209E+02 1.778 999 75 .1778E+01
** NODES 100( 1): P= 31.4862 T= 100.0000 D= 61.9192 oM= .0000 QMH= .0000 ovs .00 U= .0000 TE= .0000 VOL= 1.0000 CS=4882.1760 VP .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY 10 FROM XK 1 .6666E+01 .112 1 100 .4014E-01
** NODES 200( 1): P= 31./5to f= 100.0000 D= 61.9192 QM= .0000 QMHz .0000 QV .00 U= .0000 TE= .0000 VOL= -1.0000 CS=4882.1930 VP= .0000 NCES INFORMAil0N : BRANCH NO. MAS 5 FLOW RATE VELOCITY T0 FROM XK 67 .1536E+02 2.806 64 200 4067E+00
** NODE = 997( 0): P= 14.7000 T= 100.0000 D= 61.9192 OM= .0000 QMH= .0000 cvs .00 U= .0000 TE: .0000 VOL= -1.0000 CS=4881.2350 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY To-FROM XK
** NODES 999( 1): P= 14.7000 Ta 100.0000 0= 61.9192 QM= .0000 QMH= .0000 QV= .00 Us .0000 TE= .0000 VOLA -1.0000 CS=4881.2350 VP= .0000 MASSFLOW RATE VELOCITY To-FROM (qj NCES INFORMATION : BRAtCH WO.
79 .2209E+02 1. 778 999 75 XK
.1778E +01 \s./ ** NODES 400( 0): P= 14.7000 Ta 100.0000 0= 61.9192 QM= .0000 QMH= .0000 Qva .00 Us .0000 TE= .0000 VOL= 1.0000 CS=4881.2350 VP= .0000 t NCES INFORMAfl0N : BRANCH No. MASSFLOW RATE VELOCITY To FROM XK P-
- ii 4
5 ;. " f h
'o t w g(
l G F ", - .- 3 E e
- f. "Pk 14 -,
k Page 7
. _ - _ . _ _ _ _. _ _ . ~ . . _ _ _ _ _ ___ _ .. _ _ . _ _ _ _ _ _ _ _
o Calculation M96-0007, MUT/BWST Hytran Analysis Attachmsnt 13 i l l 100.0992 41.5672 44.9002 .8962 4.0271********** .0034
) 200.1032 41.5672 44.9002 .8963 4.024785915.0900 .0044 i V 300.1093 41.5672 44.9002 .8963 4.024684839.9100 .0044 400.1154 41.5672 44.9002' .8964 4.023873124.8400 .0048 500.1215 41.5672 44.9002 .8964 4.023771435.6800 .0048 600.2007 41.5672 44.9002 .8965 4.023164486.3000 .0051 700.2762 41.5672 44.9002 .8965 4.022457231.7800 .0054 800.3518 41.5672 44.9002 .8966 4.021549892.6200 .0058 900.4274 41.5672 44.9002 .8966 4.021046374.3700 .0060 1000.5030 41.5672 44.9002 .8967 4.019738951.5300 .0066 1100.5780 '41.5672 44.9002 .8968 1.018734290.9400 .0070 1200.6540 41.5672 44.9002 .8971 4.014621770.3400 .0089 1300.7300 -41.5672 44.9002 .8972 4.013419426.1500 .0094 1400.8050 41.5666 44.8996 .9395 3.4657 29.7672 .2510 1500.8810 41.5627 44.8957 .9478 3.3655 21.6649 .2951 1600.9560 41.5589 44.8919 .9551 3.2773 16.9791 .3340 1701.0320 41.5540 44.8870 .9614 3.2033 14.1193 .3665 1801.1070 41.5467 44.8797 .9665 3.1429 12.2802 .3932 1901.1830 41.5390 44.8720 .9708 3.0924 10.9947 .4155 2001.2590 41.5314 da AKd4 .9745 3.0499 10.0639 .4342 2101.2990 41.5238 44.8568 .9775 3.0143 9.3678 .4499 2201.3970 41.5161 44.8491 .9801 2.9846 8.8385 .4630 2301.4940 41.5085 44.8415 .9822 2.9598 8.4292 .4739 2401.5920 41.5009 44.8339 .9839 2.9392 8.1097 .4830 2501.6900 41.4932 44.8262 .9854 2.9221 7.8567 .4905 2601.7870 41.4856 44.8186 .9866 2.9079 7.6555 .4968 2701.8850 41.4780 44.8110 .9876 2.8961 7.4942 .5019 2801.9830 41.4704 44.8034 .9884 2.8864 7.3645 .5062 2902.0800 41.4627 44.7957 .9891 2.8784 7.2593 .5098 3002.1780 41.4551' 44.7881 .9897 2.8717 7.1737 .5127 3102.2760 41.4475 44.7805 .9901 2.8663 7.1051 .5151
[ T 3202.3730 41.4398 44.7728 .9905 2.8617 7.0484 '5171
'N j/ 3302.4710 41.4322 44.7652 .9909 2.8580 7.0023 .5188 3402.5690- 41.4246 44.7576 .9911 2.8549 6.9642 .5201 3502.6660 41.4170 44.7500 .9913 2.8523 6.9335 .5212 3602.7640 41.4093 44.7423 .9915 2.8502 C.9085 .5222 e 3702.8620 41.4017 44.7347 .9916 2.8485 6.8873 .5229 3 3802.95S0 41.3941 44.7271 .9918 2.8471 6.8702 .5236 ,
3903.0570 41.3864 44.7194 .9919 2.8459 6.8562 .5241 ) 4003.1550 41.3788 44.7118 .9919 2.8449 6.8450 .5245 , 4103.2520 41.3712 44.7042 .9920 2.8441 6.8360 .5248 4203.3500- 41.3635 44.6965 .9921 2.8435 6.8273 .5251 4303.4470 41.3559 44.6889 .9921 2.8429 6.8203 .5254 4403.5450 '41.3483 44.6813 .9922 2.8425 6.8155 .5256 4503.6430 41.3407 44.6737 .9922 2.8421 6.8105 .5258 4603.7400 41.3330 44.6660 .9922 2.8418 6.8081 .5259 n 4703.B380 41.3254 44.6584 .9922 2.8416 6.8052 .5260 ;r 48034S360 41.3178 44.6508 .9923 2.8414 6.8022 .5261 $4 m 4904Y0330 41.3101 44.6431 .9923 2.8412 6.8009 .5261 . 5004.1310 41.3025 44.6355 .9923 2.8411 6.7992 .5262 5104.2290 41.2949 44.6279 .9923 2.8410 6.7980 .5262 , 5204'.3260 41.2873 44.6203 .9923 2.8409 6.7971 .5263 5304.4240 41.2796 44.6126 .9923 2.8409 6.7965 .5263 5404.5210 41.2720 44.6050 .9923 2.840s 6.7954 .5263 5504.6190 41.2644 44.5974 .9923 2.8407 6.7945 .5264 5604.7170 41.2567 44.5397 .3923 2.84:6 6.7929 .5264 5704.9140 41.2491 44.5521 .9923 2.64:5 6.'923 .5265 5804.9120 41.2415 44.5745 .9923 2.54:4 6.7913 .5265 5905.010C 41.233E 44.5666 .9923 2.64:4 6.7907 .5265 60C5.1070 41.2262 44.5592 .9923 2.24:4 6.7910 .5265 6105.2050 41.2156 44.5516 9923 2.84;4 6.7913 .5265
/' 6205.3030 41.2110 44.5440 . 'J 9 2 3 2.84:4 - '910 .5265 63C5.4000 41.2033 44.5363 .9923 2.s4:4 - 7914 .5265 64C5.49E 41.1957 44.526" .9923 2.54 4 # '909 .52/*
Page 1
Calculation M96-0007, MUT/BWST Hytran Analysis Attachment 13 l l l
,, 6505.5960 41.1881 44.5211 .9923 2.8404- 6.7918 .5265 6605.6930 41.1804 44.5134 .9923 2.8404 6.7910 .5265 6705.7910 41.1728 44.5058 .9923 2.8404 6.7909 .5265 6805.8890 41.1652 44.4962 .9923 2.8404 6.7910 .5265 6905.9860 41.1576 44.4906 .9923 2.8404 6.7914 .5265 l 7006.0840 41.1499 44.4829 .9923 2.8404 6.7912 .5265
! 7106.1820 41.1423 44.4753 .9923 2.8404 6.7909 .5265 i 7206 2790 41.1347 44.4677 .9923 2.8404 6.7910 .5265 i 7306.3770- 41.1270 44.4600 .9923 2.8404 6.7911 .5265 7406.4750 41.1194 44.4524 .9923 2.8404 6.7912 .5265 7506.5720 41.1118 44.4448 .9923 2.8404 6.7905 .5265 7606.6700 41.1041 44.4371 .9923 2.8404 6.7910 .5265 l 7706.7680 41.0965 44.4295 .9923 2.8404 6.7909 .5265 7806.8650 41.0889 44.4219 .9923 2.8404 6.7915 .5265 ! 7906.9630 41.0813 44.4143 .9923 2.8404 6.7912 .5265 l 8007.0610 41.0736 44.4066 .9923 2.8404 6.7908 .5265 8107.1580 41.0660 44.3990 .9923 2.8404 6.7907 .5265 8207.1820 41.0584 44.3914 .9923 2.8404 6.7907 .5265 8307.1890 41.0507 44.3837 .9923 2.8404 6.7905 .5265 8407.1970 41.0431 44.3761 .9923 2.8404 6.7903 .5265 8507.2050 41.0354 44.3684 .9923 2.8404 6.7906 .5265 8607.2130 41.0277 44.3607 .9923 2.8404 6.7901 .5265 8707.'2210 41.0201 44.3531 .9923 2.8404 6.7905 .5265 i 8807.2290 41.0124 44.3454 .9;23 2.8404 6.7909 .5265 l 8907.2360 41.0048 44.3378 .9923 2.8404 6.7906 .5265 9007.2440 40.9971 44.3301 .9923 2.8403 6.7905 .5265 l 9107.2520 40.9894 44.3224 .9923 2.8404 6.7908 .5265 9207.2600 40.9818 44.3148 .9923 2.8404 6.7900 .5265 9307.2680 40.9741 44.3071 .9923 2.8403 6.7908 .5265 9407.2750 40.9665 44.2995 .9923 2.8404 6.7904 .5265 9507.2830 40.9588 44.2918 .9923 2.8403 6.7909 .5265 i 9607.2910 40.9511 44.2841 .9923 2.8404 6.7906 .5265
- l. ( 9707.2990 40.9435 44.2765 .9923 2.8404 6.7906 .5265 9807.3070 i
40.9358 44.2688 .9923 2.8403 6.7899 .5265 9907.3140 40.9282 44.2612 .9923 2.8403 6.7903 .5265 10007.3200 40.9205 44.2535 .9923 2.8403 6.7898 .5265 10107.3300 40.9128 44.2458 .9923 2.8403 6.7903 .5265 10207.3400 40.9052 44.2382 .9923 2.8403 6.7905 .5265 i 10307.3500 40.8975 44' .2305 .9923 2.8403 6.7902 .5265 10407.3500 40.8899 44.2229 .9923 2.8403 6.7901 .5265 10507.3600 40.8822 44.2152 .9923 2.8403 6.7895 .5266 10607.3700 40.8745 44.2075 .9923 2.8403 6.7894 .5266 10707.3800 40.8669 44.1999 .9923 2.8403 6.7899 .5265 10807.3800 40.8592 44.1922 .9923 2.8403 6.7897 .5265 10907.3900 40.8516 44.1846 .9923 2.8403 6.7898 .5265 11007.4000 40.8439 44.1769 .9923 2.8403 6.7897 .5265 11107.4100 40.8362- 4 44.1692 .9923 2.8403 6.7903 .5265 11207.4200 40.8286 #44.1616 .9923 2.8403 6.7897 .5265 11307.4200 40.8209- '44.1539 .9923 2.8403- 6.7894 .5266 11407.4300 40.8133 44.1463 .9923 2.8403 6.7899 .5265 11507.4400 40.8056 44.1386 .9923 2.8403 6.7900 .5265 11607.4500 40.7979 ?44.1309 .9923 2.8403 6.7595 .5266 l 11707.4600 40.7903 '44.1233 .9923 2.8402 6.7887 .5266 c 11807.4600 40.7826 44.1156 .9924 2.8402 6.7882 .5266 11907.4700 40.7750 44.1060 .9924 2.E402 6.7684 .5266 l 12007.4800 40.7673 44.1C03 .9924 2.8402 6.7868 .52(6 i- 12107,4900 40.7596 44.0926 .9924 2.8402 6.7590 .52E6
. 12207.4300 40.752C 44.0550 .9924 2.s4:2 6.79s6 .5266
} 12307.5000 40.7443 44.0773 .9)23 2.s4:2 6 7 85 5266 i 12407.5100 40.7367 44.0697 .9924 2.E402 6.76e2 .5266 j 12507.5200 40.7290 44.0620 .9923 2.8402 6.7ss5 .5266 j {] 12607.5300 40.7213 44.0543 .9923 2.2402 6.7863 .5266 12707.5300 40.7137 44.0467 .9924 2.6402 6 ?!;6 .5266 1 -! 12sC7.5400 40.7060 44.0390 .9923 2.6402 6.756' .5266 1
( Page 2 i
1 4 l- Calculation M96-0007, MUT/BWST Hytran Analysis Attachment 13 l 12907.5500 40.6984 44.0314 .9924 2.8402 6.7881- .5266 ! Ib 13007.5600 40.6907 44.0237 .9924 2.8402 6.7885 .5266 ! \u / 13107.5600 40.6830 44.0160 .9923 2.8402 6.7885 .5266 i l1 13207.5700 40.6754 44.0084 .9923 2.8402 6.7884 .5266 l l 13307.5800 40.6677 44.0007 .9923 2.8402 6.7877 .5266 l 13407.5900 40.6601 43.9931 .9923 2.8408 6.7956 .5263 l 13507.6000 40.6524 43.9854 .9923 2.8406- 6.7939 .5264 13607.6000 40.6447 43.9777 .9923 2.8406 6.7931 .5264 13707.6100 40.6371 43.9701 .9923 2.8405 6.7923 .5265 13807.6200 40.6294 43.9624 .9923 2.8404 6.7914 .5265 13907.6300 40.6218 43.9548 .9923 2.8403 6.7902 .5265 14007.6300 -40.6141 43.9471 .9923 2.8402 6.7893 .5266 14107.6400 40.6064 43.9394 .9924 2.8402 6.7884 .5266 14207.6500 40.5988 43.9318 .9924 2.8401 6.7879 .5266 1 14307.6600 40.5911 43.9241 .9924 2.8401 6.7868 .5267-14407.6700 40.5835 43.9165 .9924 2.8401 6.7871 .5266 14507.6700 40.5758 43.9088 .9924 2.8400 6.7865 .5267 i 14607.6800 40.5681 43.9011 .9924 2.8400 6.7862 . 5267 j 14707.6900 40.5605 43.8935 .9924 2.8399 6.7853 .5267 ' 14807.7000 40.5528 43.8858 .9924 2.8398 6.7850 .5267 14907.7100 40.5452 43.8782 .9924 2.8397 6.7840 .5268 ! 15007.7100 40.5375 43.8705 .9924 2.8397 6.7835 .5268 ! 15107.7200 40.5298 43.8628 .9924 2.8397 6.7831 .5268 15207.7300 40.5222 43.8552 .9924 2.8397 6.7828 .5268 15307.7400 40.5145 43.8475 .9924 2.8397 6.7823 .5268 15407.7400 40.5069 43.8399 .9924 2.8396 6.7822 .5268 ) 15507.7500 40.4992 43.8322 .9924 2.8396 6.7817 .5268 15607.7600 40.4915 43.8245 .9924 2.8395 6.7810 .5269 15707.7700 40.4839 43.8169 .9924 2.8395 6.7804 .5269 15807.7800 40.4762 43.8092 .9924 2.8394 6.7795 .5269 15907.7800 40.4686 43.8016 .9924 2.8393 6.7784 .5270 1
/ 16007.7900 40.4609 43.7939 .9924 2.8393 6.7778 .5270 i 16107.8000 40.4532 43.7862 .9924' 2.8392 6.7764 .5271 16207.8100 40.4456 43.7786 .9924 2.8392 6.7765 .5270 16307.8100 40.4379 43.7709 .9924 2.8391 6.7760 .5271 16407.8200 40.4303 43.7633 .9924 2.8390 6.7753 .5271 16507.8300 40.4226 43.7556 .9925 2.8390 6.7749 .5271 16607.8400 40.4149 43.7479 .9925 2.8389 6.7738 .5271 16797.8500 40.4073 43.7403 .9925 2.8389 6.7732 .5272 16807.8500 40.3996 43.7326 .9925 2.8389 6.7722 .5272 16907.8600 40.3920 43.7250 .9925 2.8388 6.7712 .5272-17007.8700 40.3843 43.7173 .9925 2.8387 6.7701 .5273 17107.8800 40.3766 43.7096 .9925 2.8386 6.7696 .5273 17207.8800 40.3690 43.7020 .9925 2.8385 6.7686 .5273 17307.8900 40.3613 43.6943 .9925 2.8384 6.7674 .5274 17407.9000 40.3537 43.6867 .9925 2.8383 6.7667 .5274 17507.9100 40.3460 43.6790 .9925 2.8382 6.7653 .5275 17607.9200 40.3383 43.6713 .9925- 2.8381 6.7640 .5275 17707.9200 40.3307 43.6637 .9925 2.8380 6.7636 .5275 17807.9300 40.3230 43.6560 .9925 2.8379 6.7619 .5276 17907.9400 40.3154 43.6484 .9926 2.8379 6.7611 .5276 18007.9500 40.3077 43.6407 .9926 2.837f 6.7586 .5277 18107.9600- 40.3000 43.6330 .9926 2.8375 6.7569 .527B 18207.9600 40.2924 43.6254 .9926 2.8373 6.7547 .5279 18307.9700 40.2847 43.6177 .9926 2.83,. s.7525 .5250 18407.9800 40.2771 43.6101 .9926 2.8369 {.7494 .5261 16507.9900 40.2694 43.6024 .9927 2.835i 5.7467 .5262 13607.9900 40.2617 43.5947 .9927 2.53{3 E.7429 .5263 40.2541 43.5571 .9927 2.535~ t.7356 .5;EE 18708.0000 18808.0100 40.2464 43.5794 .9927 2.63{' E.7397 .5234 19908.0200 40 2358 43.5718 .9927 2.635s 6.7375 .5265
.9927 C.7351 .5256
["') ( j 19000.0300 1910S.0300 40.2311 40.2234 43.5641 43.5564 .9928 2.835( 2.63 1 {.7323 .52s? 1920s.0400 40.215s 43.5488 .9925 2.635. r 7243 .E189 Page 3
f Calculation M96-0007, MUT/BWST Hytran Analysis Attachment 13 l 19308.0500 40.2081 43.5411 .9928 2.8349 6.7260 .5290-19408.0600 40.2005 43.5335 .9928 2.8345 6.7227 .5291 19508.0600 40.1928- 43.5258 .9928 2.8343 6.7193 .5292 19608.0700 40.1851 43.5181 .9929 2.8340 6.7157 .5293 19708.0800 40.1775 43.5105 .9929 2.8337 6.7129 .5295 1 19808.0900 40.1698 43.5028 .9929 2.8334 6.7094 .5296 19908.1000 40.1622 43.4952 .9929 2.8331 6.7061 .5297 20008.1000 40.1545 43.4875 .9930 2.8328 6.7025 .5298 20108.1100 40.1468 43.4798 .9930 2.8325 6.6987 .5300 20208.1200 40.1392 43.4722 .9930 2.8322 6.6957 .5301 20308.1300 40.1315 43.4645 .9930 2.8319 6.6919 .5303 20408.1300 40.1239 43.4569 .9931 2.8316 6.6887 .5304 20508.1400 40.1162 43.4492 .9931 2.8313 6.6855 .5305 20608.1500 40.1085 43.4415 .9931 2.8310 6.6815 .5306 20708.1600 40.1'39 43.4339 .9932 2.8307 6.6779 .5308 20808.1700 40.0932 43.4262 .9932 2.8304 6.6743 .5309 20908.1700 40.0856 43.4186 .9932 2.8301 6.6715 .5310 21008.1800 40.0779 43.4109 .9932 2.8297 6.6673 .5312 21108.1900 40.0702 43.4032 .9933 2.8294 6.6635 .5313 21208.2000 40.0626 43.3956 .9933 2.8291 6.6602 .5315 21308.2100 40.0549 43.3879 .9933 2.8288 6.6564 .5316 21408.2100 40.0473 43.3803 .9933 2.8285 6.6532 .5317 21508.2200 40.0396 43.3726 .9934 2.8282 6.6500 .5319 21608.2300 40.0319 43.3649 .9934 2.8279 6.6464 .5320 l 21708.2400 40.0243 43.3573- .9934 2.8276 6.6426 .5321 21808.2400 40.0166 43.3496 .9934 2.8273 6.6394 .5323 l 21908.2500 40.0090 43.3420 .9935 2.8270 6.6361 .5324 ) 22008.2600 40.0013 43.3343 .9935 2.8267 6.6322 .5325 i 22108.2700 39.9936 43.3266 .9935 2.8264 6.6285 .5327 j 22208.2800 39.9860 43.3190 .9935 2.8260 6.6250 .5328 l 22308.2800 39.9783 43.3113 .9936 2.8257 6.6214 .5330 l
#" 22408 2900 39.9707 43.3037 .9936 2.8254 6.6181 .5331 -( 22508.3000 39.9630 43.2960 .9936 2.8251 6.6149 .5332 1 22608,3100 39.9553 43.2883 .9936 2.8248 6.6110 .5334 l 22708.3100 39.9477 43.2807 .9937 2.8245 6.6073 .5335 22808.3200 39.9400 43.2730 .9937 2.8242 6.,6039 .5336 22908.3300 39.9324 43.2654 .9937 2.8239 6.6006 .5338 23008.3400 39.9247 43.2577 .9938 2.8236 6.5964 .5339 l 23108.3500 39.9170 43.2500 .9938 2.8232 6.5933 .5341 !
23208.3500 39.9094 43.2424 .9938 2.8229 6.5893 .5342 23308.3600 39.9017 43.2347 .9938 2.8226 6.5862 .5343 23408.3700 39.8941 43.2271 .9939 2.8223 6.5836 .5344 23508.3800 39.8864 43.2194 .9939 2.8220 6.5792 .5346 23608.3800 39.8787 43.2117 .9939 2.8217 6.5757 .5347 i 23708.3900 39.8711. 43.2041 .9339 2.8214 6.5719 .5349 ' 23808.4000 39.8634 43.1964 .9940 2.8211 645687 .5350 Ji 23908.4100 39.8558 43.1888 .9940 2.8208 .6.5653 .5352 13f 24008.4200 39.8481 43.1811 .9940 2.8205 :6.5621 .5353 3P 24108.4200 39.8404 43.1734 .9940 2.8202 c6.5583 .5354 T 24208.4300 39.8328 43.1658 .9941 2.8198 6.5546 .5356 24308.4400 39.8251 43.1581 .9941 2.8195 6.5515 .5357 24408.4500 39.8175 43.1505 .9941 2.8192 6.5481 .5358 24508.4600 39.8098 43.1428 .9941 2.8189 6e5447 .5360 24608.4600 39.8021 43.1351 .9942 2.8186 6.5408 .5361 24708.4700 39.7945 43.1275 .9942 2.8183 6.5374 .5363 24808.4800 39.7868 43.1198 .9942 2.8179 6.5341 .5364 24908.4900 39.7792 43.1122 .9942 2.6176 E.53:5 .5365 250C3.4900 39.7715 43.1045 .9943 2.8173 6.5272 . 5 3 r,7 25108.5000 39.7635 43.09{9 .9943 2.E;i: 4.513t .536s 25208.5100 39.7562 43.0892 .9943 2.eiE7 f.5 00 .5369 25308.5200 39.7485 43.0615 .9944 2.8164 6.5165 .5371 25408.5300 39.7409 43.0739 .9944 2.81(1 c.5127 .5372 25508.5300 39.7332 43.C662 .3344 2.815s *
.5:9s .5373 \s_ 2560s.5400 39.7255 43.0565 9944 2 . 6 ~. 5 5 ( 50(4 .53'5 Page 4
l Calculation M96-0007, MUT/BWST Hytran Analysis Attachment 13 25708.5500 39.7179 43.0509 .9945 2.8151. 6.5027 .5376 ( 25808.5600 25908.5600 39.7102 39.7026. 43.0432 43.0356
.9945
.9945 2.8148 2.8145 6.4993 6.4956
.5378
.5379 26008.5700 39.6949 43.0279 .9945 2.8142 6.4922 .5380 26109.5800 39.6872 43.0202 .9946 2.8139 6.4889 .5382 26208.5900 39.6796 43.0126 .9946 2.8136 6.4851 .5383 26308.6000. 39.6719 43.0049 .9946 2.8132 6.4818 .5385 26408.6000 39.6643 42.9973 .9946- 2.8129 6.4790 .5386 26508.6100 39.6566 42.9896 .9947 2.8126 6.4750 .5387 26608.6200 39.6489 42.9819 .9947 2.8123 6.4712 .5389 26708.6300 39.6413 42.9743 .9947 2.8120 6.4679 .5390 26808.6300 39.6336 42.9666 .9948 2.8117 6.4643 .5392 26908.6400 39.6260 42.9590 .9948 2.8114 6.4610 .5393 27008.6500 39.6183 42.9513 .9948 2.8110 6.4578 .5394 27108.6600 39.6106 42.9436 .9948 2.8107 6.4543 .5396 27208.6700 39.6030 42.9360 .9949 2.8104 6.4505 .5397 27308.6700 39.5953 42.9283 .9949 2.8101 6.4473 .5398 27408.6800 39.5877 42.9207 .9949 2.8098 6.4438 .5400 27508.6900 39.5800 42.9130 .9949 2.8095 -6.4400 .5401 27608.7000 39.5723 42.9053 .9950 2.8091 6.4366 .5403 !
27708.7100 39.5647 42.8977 .9950 2.8088 6.4331 .5404 l 27808.7100 39.5570 42.8900 .9950 2.8085 6.4295 .5406 ' 27908.7200 39.5494 42.8824 .9950 2.8082 6.4264 .5407 28008.7300 39.5417 42.8747 .9951 2.8079 6.4227 .5408 28108.7400 39.5340 42.8671 .9951 2.8075 6.4192 .5410 28208.7400 39.5264 42.8594 .9951 2.8072 6.4157 .5411 28308.7500 39.5187 42.8517 .9952 2.8069 6.4122 .5413 28408.7600 39.5111 42.8441 .9952 2.8066 6.4088 .5414 28508.7700 39.5034 42.8364 .9952 2.8062 6.4056 .5415 28608.7800 39.4958 42.8288 .9952 2.8059 6.4014 .5417 28708.7800 39.4881 42.8211 .9953 2.8056 6.3984 .5418 1 28808.7900 39.4804 42.8134 .9953 2.8053 6.3950 .5420 l ( 28908.8000 39.4728 42.8058 .9953 2.8050 6.3913 .5421 l 2 3 .,0 ,. i Page5 i
Calculation M96-0007, MUT/BWST Hytran Analysis Attachment 14 100.0992 34.'1733- 4.0252 5.7519 4.3155 31.7000 256.8286 40.1910 200.1032 34.0792 4.0223 5.5330 4.0966 31.7000 245.9979 40.0988
.,/ 300.1093 33.9851 4.0222 5.3143' 3.8778 31.7000 235.1730 40.0048 400.1154 33.8911 4.0216 5.0956 3.6592 31.7000 224.3537 39.9112 500.1215 33.7971 4.0214 4.8770 3.4406 31.7000 213.5352- 39.8171 600.2007 33.7030- 4.0207 4.6582 3.2217 31.7000 202.7076 39.7'34 700,2762 '33.6090 4.0199 4.4396 3.0032 31.7000 191.8916 39.6298 800.3518 33.5150 4.0191 '4.2211 2.7846 31.7000. 181.0776 39.5361 900.4274 33.4211 4.0184 4.0027 2.5662 31.7000 170.2704 39.4426 1000.5030 33.3273 4.0175 3.7844 2.3480 31.7000 159.4715 39.3492 1100.5780 33.2335 4.0167 3.5664 2.1300 31.7000 148.6824 39.2560 1200.6540 33.1400 4.0122 3.3489 1.9125 31.7000 137.9199 39.1646 1300.7300 33.0467 4.0110 3.1319 1.6954 31.7000 127.1791 39.0718 1400.8050 32.9547 3.4657 2.9179 1.4814 31.7000 116.5905 39.3227 1500.8810 32.9075 3.3656 2.8082 1.3718 31.7000 111.1643 39.2302 1600.9560 32.8674 3.2770 2.7148 1.2784 31.7000 106.5438 39.2259 1701.0320 32.8334 3.2030 2.6359 1.1995 31.7000 102.6401 39.2218 1801.1070 32.8047 3.1426 2.5690 1.1326 31.7000 99.3282 39.2169 1901.1830 32.7801 3.0921 -2.5120 1.0755 31.7000 96.5050 39.2120 2001.2590 32.7592 3.0496 2.4632 1.0267 31.7000 94.0925 39.2073 2101.2990 32.7412 3.0141 2.4215 .9850 31.7000 92.0264 39.2028 2201.3970 32.7258 2.9844 2.3855 .9431 31.7000 90.2479 39.1985 2301.4940 32.7124 2.9596 2.3544 .9180 31.7000 88.7095 39.1944 2401.5920 32.7008 2.9390 2.3274 .8909 31.7000 87.3709 39.1904 2501.6900 32.6906 2.9219 2.3037 .8672 31.7000 86.1984 39.1865 2601.7870 32.6816 2.9078 2.2828 .8463 31.7000 85.1638 39.1826 2701.8850 32.6736 2.8960 2.2642 .8277 31.7000 84.2437 39.1789 2801.9830 32.6664 2.8863 2.2475' .8110 31.7000 83.4180 39.1753 2902.0800 32.6599 2.8783 2.2324 .7959 31.7000 82.6706 39.1717 3002.1780 32.6540 2.8716 2.2186 .7821 31.7000 81.9881 39.1681 3102.2760 32.6485 2.8661 2.2059 .7694 31.7000 81.3588 39.1647
! of~'h .3202-3730-32.6434 2.8616 2.1941 .7576 31.7000 80.7739 39.1612
'\ j 3302.4710 32.6387 2.8579 2.1830 .7465 31.7000 80.2252 39.1578 3402.5690 - 32.6342 2.8548 2.1725 .7360 31.7000 79.7067 39.1544 3502.6660 32.6299 2.8523 2.1625 7260 31.7000- 79.2129 39.1510 3602.7640 32.6258 2.8502 2.1529 .7165 31.7000 78.7396 39.1476 i-3702.8620. 32.6218 2.8484 2.1437 7073 31.7000 78.2831 39.1443 1 3802.9590' 32.6179 2.8470 2.1348 .6983 31.7000 77.8406 39.1410 1 3903.0570 32.6142 2.8458 2.1261 .6896 31.7000 77.4096 39.1376 *
-4003.1550 32.6105 2.8449 2.1175 .6811 31.7000 76.9877 39.1343 4103.2520 32.6069 2.8440 2.1092 .6727 31.7000 76.5740 39.1310 4203 3500 32.6034 2.8434 2.1009 .6645 31.7000 76.1668 39.1277 4303.4470 32.5999 2.8429 2.0928 6563 31.7000 75.7637 39.1244 4403.5450 32.5964 2.8424 2.0848 .6483 31.7000 75.3670 39.1211 4503.6430 32.5930 2.8420 2.0768 .6403 31.7000 74.9712 39.1178 4603.7400. 32.5896 2.8417 2.0689 .6325 31.7000 74.5821 39.1145 -'
4703.8380- 32.5862 2.8415 2.0611 .6246 31.7000 74.1930 39.1112 4803.9360- . 32.5829 2.8413 2.0532 .6167 31.7000 73.8039 39.1079 > 4904.0330 32.5795 2.8411 2.0454 .6090 31.7000 73.4203 39.1046 5004.1310 32.5762 2.8410 2.0377 .6013 31.7000 73.0388 39.1013
'5104.2290 32.5729 2.8409 2.0300 .5936 31.7000 72.6573 39.0981
, 5204.3260 32.5696 2.8409 2.0223 .5859 31.7000 72.2759 39.0948 5304.4240 32.5663 2.8408 2.0146 .5781 31.7000 71.8944 39.0915 5404.5210 32.5630 2.8407 2.0069 .5704 31.7000 71.5129 39.0882 5504.6190 32.5596 2.8407 1.9992 .5627 31.7000 71.1315 39.0849 5604.7170 32.5563 2.8405 1.9915 .5550 31.7000 70.7500 39.0817 5704.8140 32.5530 2.8405 1.9839 .5473 31.7000 70.3695 39.07B4 5804.9120 32.5497 2.8404 1.9761 .5396 31.7000 '9.9371 39.0751 5905.0100 32.5464 2.9403 1.96s4 .5320 31.';00 69.60es 39.071s 6005.1070 32.5431 2.8403 1.960s .5243 31.7000 69.2313 39.0685 6105.2050 32.5398 2.6403 1.9532 .51E7 31.7000 65.8537 39.0652 6205.3030 32.5366 2.6403 * .9455 .5091 31.7000 69.4763 39.06;0 6335.4000 32.5333 2.6403 1.937) .5014 31.7000 68.0986 39.0597 6405.4980 32.5300 2.e403 1 r i '. : .493 31.7000 t'.7211 39.0554 Page 1
, - , ,- - - - - - . - - , , , , . , . , - , - - . , -m,. - , , - . , - _ --
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Cdcul:tirn M96-0007, MUT/BWST Hytr n An; lysis Atttchm:nt 14 s 6505.5960 32.5267 2.8403 1.9226 .4062 31.7000 67.3436 39.0521 ( ) 6605.6930 32.5234 2.8403 1.9150 .4786 31.7000 66.9661 39.0488 (_ ,/ 6705.7910 32.5202 2.8403 1.9074 .4709 31.7000 66.5885 39.0456 6805.8890 32.5169 2.8404 1.8998 .4633 31.7000 66.2110 39.0423 6905.9860 32.5136 2.8403 1.8921 4557 31.7000 65.8335 39.0390 7006.0840 32.5103 2.8403 1.8845 .4480 31.7000 65.4559 39.0357 7106.1820 32.5070 2.8403 1.8769 .4404 31.7000 65.0785 39.0324 7206.2790 3?.5038 2.8403 1.8692 .4328 31.7000 64.7010 39.0291 7306.3770 32.5005 2.8404 1.8616 .4252 31.7000 64.3235 39.0258 7406.4750 32.4972 2.8403 1.8540 .4175 31.7000 63.9458 39.0226 7506.5720 32.4939 2.8404 1.8463 .4099 31.7000 63.5681 39.0193 7606.6700 32.4906 2.8403 1.8387 .4023 31.7000 63.1905 39.0160 7706.7680 32.4874 2.8403 1.8311 .3946 31.7000 62.8128 39.0128 7806.8650 32.4841 2.8403 1. 8 : .3870 31.7000 62.4352 39.0095 7906.9630 32.4808 2.8403 1. .3794 31.7000 62.0575 39.0062 8007.0610 32.4775 2.8403 1.P .3717 31.7000 61.6799 39.0029 8107.1580 32.4742 2.8403 1. 8 c mn .3641 31.7000 61.3022 38.9996 8207.1820 32.4709 2.8403 1.7929 .3565 31.7000 60.9246 38.9963 8307.1890 32.4677 2.8403 1.7853 .3488 31.7000 60.5454 38.9931 8407.1970 32.4644 2.8403 1.7776 .3411 31.7000 60.1662 38.9898 8507.2050 32.4611 2.8403 1.7699 .3335 31.7000 59.7871 38.9865 BF97.2130 32.4578 2.8403 1.7623 .3258 31.7000 59.4079 38.9832 8*,07.2210 32.4545 2.8403 1.7546 .3181 31.7000 59.0287 38.9799 8807.2290 32.4512 2.8403 1.7469 .3105 31.7000 58.6496 38.9766 8907.2360 32.4479 2.8403 1.7393 .3028 31.7000 58.2704 38.9733 9007.2440 32.4446 2.8403 1.7316 .2952 31.7000 57.8912 38.9700 9107.2520 32.4413 2.8403 1.7240 .2875 31.7000 57.5121 38.9667 9207.2600 32.4380 2.8403 1.7163 .2798 31.7000 57.1329 38.9634 9307.2680 32.4347 2.8403 1.7086 .2722 31.7000 56.7537 38.9601 9407.2750 32.4314 2.8403 1.7010 .2645 31.7000 56.3746 38.9568 9507.2830 32.4281 2.8403 1.6933 .2568 31.7000 55.9954 38.9535
/'~'T 9607.2910 32.4248 2.8403 1.6856 .2492 31.7000 55.6162 38.9502
(/ 9707.2999 32.4215 2.8403 1.6780 .2415 31.7000 55.2371 38.9469 9807.3070 32.4182 2.8402 1.6703 .2339 31.7000 54.8579 38.9436 9907.3140 32.4149 2.8402 1.6627 .2262 31.7000 54.4787 38.9403 10007.3200 32.4116 2.8403 1.6550 .2185 31.7000 54.0996 38.9371 10107.3300 32.4083 2.8402 1.6473 .2109 31.7000 53.7204 38.9338 10207.3400 32.4050 2.8403 1.6397 .2032 31.7000 53.3412 38.9305 10307.3500 32.4018 2.8402 1.6320 .1955 31.7000 52.9621 38.9272 10407.3500 32.3985 2.8403 1.6243 .1879 31.7000 52.5829 38.9239 10507.3600 32.3952 2.8403 1.6167 .1802 31.7000 52.2037 38.9206 10607.3700 32.3919 2.8402 1.6090 .1726 31.7000 51.8246 38.9173 10707.3800 32.3886 2.8403 1.6014 .1649 31.7000 51.4454 38.9140 10807.3800 32.3853 2.8403 1.5937 .1572 31.7000 51.0662 38.9107 10907.3900 32.3820 2.8402 1.5860 .1496 31.7000 50.6871 38.9074
.1007.4000 32.3787 2.8402 1.5784 .1419 31.7000 50.3079 38.9641 11107.4100 32.3754 2.8402 1.5707 .1342 31.7000 49.9287 38.9008 11207.4200 32.3721 2.8402 1.5630 .1266 31.7000 49.5496 38.8975
(' 11307.4200 32.3688 2.8402 1.5554 .1189 31.7000 49.1704 38.8942 11407.4300 32.3655 2.8402 1.5477 .1113 31.7000 48.7913 38.8909 11507.4400- 32.3622 2.8402 1.5401 .1036 31.7000 48.4121 38.8876 11607.4500 32.3589 2.8402 1.5324 .0000 31.7000 48.0329 38.8844 11707.4600 32.3556 2.8401 1.5247 .0000 31.7000 47.6540 38.8811 11807.4600 32.3523 2.8401 1.5170 .0000 31.7000 47.2769 38.8778 11907.4700 32.3490 2.8401 1.5093 .0000 31.7000 46.9007 38.8745 12007.4800 32.3457 2.8401 1.5017 .0000 31.7000 46.5247 38.8712 12107.4900 32.3424 2.8401 1.4940 .0000 31.7000 46.1486 38.8679 122C7.4900 32.3391 2.8401 1.4863 .0000 31.7000 45.7725 38.8646 12307.5000 32.3358 2.8401 1.4767 .0010 31.7000 45.3965 38.8613 12407.5100 32.3325 2.8401 1.4710 .0000 31.7000 45.0204 38.8580 12507.5200 32.3292 2.8401 1.4634 .0000 31.7000 44.6444 38.8547 r'"3 12607.5300 32.3259 2.8401 1.4557 .0000 31./000 44.2684 38.8514 ( ) 12707.5300 32.3226 2.8401 1.4480 .0000 31.7000 43.8923 38.8451
\/ 128C7.5400 32.3194 2.8401 1.4404 .0000 31.7000 43.5162 38.8448 Page 2
l Calculation M96-0007, MUT/BWST Hytran Analysis Attachmsnt 14
. 12907.5500 32.3161 2.8401 1.4327 .0000 31.7000 43.1400 38.8415
! 13007.5600' 32.3128 2.8401 1.4250 .0000 31.7000 42.7640 38.8382 13107.5600 32.3095 2.8401 1.4174 .0000 31.7000 42.3880 38.8349 , 13207.5700 32.3062 2.8401 1.4097 .0000 31.7000 42.0121 38.8316 , 13307.5800 32.3029 2.8401 1.4021 .0000 31.7000 41.6359 38.8284 5 13407.5900 32.2998 2.8407 1.3950 .0000 31.7000 41.2561 38.8251 13507.6000 32.2965 2.8406 1.3872 .0000 31.7000 40.8731 38.8218 f 13607.6000 -32.2932 2.8405 1.3794 .0000 31.7000 40.4929 38.8185 13707.6100 32.2898 2.8404 1.3717 .0000 31.7000 40.1138 38.8152 ' 13807.6200 32.2865 2.8403 1.3640 .0000 31.7000 39.7346 38.8119 13907.6300 32.2832 2.8402 1.3562 .0000 31.7000 39.3554 38.8086 14007.6300 32.2798 2.8401 1.3485 .0000 31.7000 38.9763 38.8053 , 14107.6400 32.2765 2.8401 1.3408 .0000 31.7000 38.5991 38.8020 14207.6500 32.2732 2.8401 1.3331 .0000 31.7000 38.2236 38.7987 14307.6600 32.2699 2.8400 1.3254 .0000 31.7000 37.8483 38.7954 , 14407.6700 32.2666 2.8400 1.3177 .0000 31.7000 37.4730 38.7921 > 14507.6700 32.2633 2.8400 1.3100 .0000 31.7000 37.0976 38.7888 14607.6800 32.2600 2.8399 1.3023 .0000 31.7000 36.7223 38.7855
-14707.6900 32.2567 2.8399 1.2946 .0000 31.7000 36.3469 38.7822
.14807.7000 32.2533 2.8398 1.2869 .0000 31.7000 35.9716 38.7789 14907.7100 32.2500 2.8397 1.2791 .0000 31.7000 35.5963 38.7757 ?
15007.7100 32.2467 2.8397 1.2714 .0000 31.7000 35.2237 38.7724 i 15107.7200 32.2434 2.8397 1.2638 .0000 31.7000 34.8519 38.7691 15207.7300 32.2401 2.8397 1.2561 .0000 31.7000 34.4804 38.7658 , 15307.7400 32.2368 2.8396 1.2484 .0000 31.7000 34.1089 38.7625 15407.7400 33.2335 2.8396 1.2407 .0000 31.7000 33.7374 38.7592 15507.7500 32.2302 2.8395 1.2330 .0000 31.7000 33.3659 38.7559 15607.7600 32.2269 2.8395 1.2253 .0000 31.7000 32.9944 38.7526 15707.7700 32.2236 2.8394 1.2176 .0000 31.7000 32.6229 38.7493 15807.7800 32.2202 2.8393 1.2098 .0000 31.7000 32.2513 38.7460 15907.7800 32.2169 2.8393 1.2021 .0000 31.7000 31.8806 38.7427 . / 16007.7900 32.2136 2.8392 1.1944 .0000 31.7000 31.5110 38.7394 l k 16107.8000 32.2103 2.8391 1.1867 .0000 31.7000 31.1421 38.7361 , 16207.8100 32.2070 2.8391 1.1790 .0000 31.7000 30.7743 38.7328 { 16307.8100 32.2036 2.8390 1.1713 .0000 31.7000 30.4066 38.7295 16407.8200 32.2003 2.8390 1.1636 .0000 31.7000 30.0389 38.7262 i 16507.8300 32.1970 2.8389 1.1558 .0000 31.7000 29.6719 38.7229 : I 16607.8400 32.1937 2.8389 1.1481 .0000 31.7000 29.3061 38.7196 16707.8500 32.1904 2.8388 1.1404 .0000 31.7000 28.9404 38.7163 16807.8500 32.1870 2.8387 1.1327 .0000 31.7000 28.5748 38.7130 16907.8600 32.1837 2.8387 1.1250 .0000 31.7000 28.2108 38.7097 - 17007.6700 32.1804 2.8386 1.1172 .0000 31.7000 27.8469 38.7064 17107.8800 32.1771 2.8385 1.1095 .0000 31.7000 27.4833 38.7031 i 17207.8800 32.1738 2.8384 1.1018 .0000 31.7000 27.1212 38.6998 17307.8900 32.1704 2.8384 1.0940 .0000 31.7000 26.7592 38.6965 17407.9000 32.1671 2.8382 1.0863 .0000 31.7000 26.3982 38.6932 17507.9100 32.1638 2.8382 1.0785 .0000 31.7000 26.0382 38.6899 17607.9200 32.1604 2.8380 1.0708 .0000 31.7000 25.6787 38.6866 ; 17707.9200 32.1571 2.8379 1.0630 .0000 31.7000 25.3206 38.6833 ' 17807.9300 32.1538 2.8378 1.0552 .0000 31.7000 24.9631 38.6800 17907.9400 32.1504 2.8377 1.0475 .0000 31.7000 24.6069 38.6767 , 18007.9500 .32.1471 2.8376 1.0397 .0000 31.7000 24.2518 38.6734 18107.9600 32.1437 2.8374 1.0319 .0000 31.7000 23.8976 38.E701 18207.9600 32.1403 2.8372 1.0240 .0000 31.7000 23.5455 38.6668 ' 18307.9700 32.1370 2.8370 1.0162 .0000 31.7000 23.1948 38.6635 1 18407.9800 32.1336 2.8368 1.0083 .0000 31.7000 22.8458 38.6602 ; 18507.9900 32.1302 2.8365 1.0004 .0000 31.7000 22 4992 38.6569 18607.9900 32.1267 2.8362 .9924 .0000 31.7000 22.1554 38.6536 18708.0000 32.1232 2.8356 .9842 .00:0 31.7000 21.E155 38.6503 18808.0100 32.1201 2.8359 .9769 .00:0 31.7000 21.4758 38.6470 18908.0200 32.1167 2.8357 .9690 .0000 31.7000 21.1365 38.6437 1 19008.0300 32.1133 2.8355 .9612 .00;0 31.7000 20.7990 38.6404 19108.0300 32.1099 2.8353 .9533 .C0:0 31.7000 20.4637 38.6371 192CE.0400 32.1065 2.8350 .9454 .0::0 31.7000 20.1307 38.6336 Page 3 l
Calculation M96-0007, MUT/BWST Hytran Analysis Attachm2nt 14 19308.0500 32.1031 2.8348 .9375 .0000 31.7000 19.8000 38.6305 / 19408.0600 32.0997 2.8345 .9296 .0000 31.7000 19.4717 38.6272 (s 19508.0600 32.0963 2.8342 .9216 .0000 31.7000 19.1456 38.6239 19608.0700 32.0929 2.8339 .9137 .0000 31.7000 18.8223 38.6206 19708.0800 32.0895 2.8336 .9058 .0000 31.7000 18.5015 38.6173 19808.0900 32.0861 2,8334 .8978 .0000 31.7000 18.1831 38.6140 19908.1000 32.0827 2.8331 .8899 .0000 31.7000 17.8675 38.6107 20008.1000 32.0792 2.8327 .8820 .0000 31.7000 17.5545 38.6074 20108.1100 32.0758 2.8324 .8740 .0000 31.7000 17.2441 38.6041 20208.1200 32.0724 2.8321 .8661 .0000 31.7000 16.9365 38.6008 20308.1300 32.0690 2.8318 .8581 .0000 31.7000 16.6315 38.5974 20408.1300 32.0656 2.8315 .8502 .0000 31.7000 16.3293 38.5941 20508.1400 32.0622 2.8312 .8423 .0000 31.7000 16.0297 38.5908 20608.1500 32.0588 2.8309 .8343 .0000 31.7000 15.7328 38.5875 20708.1600 32.0553 2.8306 .8264 .0000 31.7000 15.4387 38.5842 20808.1700 32.0519 2.8303 .8184 .0000 31.7000 15.1473 38.5809 20908.1700 32.0485 2.8300 .8105 .0000 31.7000 14.8586 38.5776 21008.1800 32.0451 2.8297 .8025 .0000 31.7000 14.5726 38.5743 21108.1900 32.0417 2.8294 .7946 .0000 31.7000 14.2894 38.5710 21208.2000 32.0383 2.8291 .7866 .0000 31.7000 14.0089 38.5677 21308.2100 32.0348 2.8288 7787 .0000 31.7000 13.7311 38.5644 21408.2100 32.0314 2.8284 7707 .0000 31.7000 13.4561 38.5611 21508.2200 32.0280 2.8281 7628 .0000 31.7000 13.1838 38.5578 21608.2300 32.0246 2.8278 7549 .0000 31.7000 12.9142 38.5545 21708.2400 32.0212 2.8275 .7469 .0000 31.7000 12.6474 38.5512 21808.2400 32.0177 2.8272 7390 .0000 31.7000 12.3833 38.5478 21908.2500 32.0143 2.8269 .7310 .0000 31.7000 12.1220 38.5445 22008.2600 32.0109 2.8266 7231 .0000 31.7000 31.8635 38.5412 22108.2700 32.0075 2.8263 7151 .0000 31.7000 11.6077 38.5379 22208.2800 32.0041 2.8260 7072 .0000 31.7000 11.3546 38.5346 22308.2800 32.0007 2.8256 .6992 .0000 31.7000 11.1043 38.5313 ("'T 22408.2900 31.9972 2.8254 .6913 .0000 31.7000 10.8567 38.5280 38.5247 t) 22508.3000 22608.3100 31.9938 31.9904 2.8250 2.8247
.6833
.6754
.0000
.0000 31.7000 31.7000 10.6119 10.3698 38.5214 22708.3100 31.9870 2.8244 .6674 .0000 31.7000 10.1305 38.5181 22808.3200 31.9836 2.8241 .6595 .0000 31.7000 9.8939 38.5148 22908.3300 31.9802 2.8238 .6515 .0000 31.7000 9.6601 38.5115 23008.3400 31.9767 2.8235 .6436 .0000 31.7000 9.4290 38.5082 23108.3500 31.9733 2.8232 .6356 .0000 31.7000 9.2007 38.5048 23208.3500 31.9699 2.8229 .6277 .0000 31.7000 8.9752 38.5016 23308.3600 31.9665 2.8226 .6197 .0000 31.7000 B.7524 38.4982 23408.3700 31.9631 2.8223 .6118 .0000 31.7000 8.5323 38.4949 23508.3800 31.9596 2.8219 .6038 .0000 31.7000 8.3150 38.4916 23608.3800 31.9562 2.8217 .5959 .0000 31.7000 8.1005 38.4883 23708.3900 31.9528 2.8213 .5879 .0000 31.7000 7.8888 38.4850 23808.4000 31.9494 2.8210 .5800 .0000 31.7000 7.6798 38.4817 23908.4100 31.9460 2.8207 .5720 .0000 31.7000 7.4735 38.4784 24008.4200 31.9426 2.8204 .5641 .0000 31.7000 7.2701 38.4751 24108.4200 31.9391 2.8200 .5561 .0000 31.7000 7.0694 38.4718 24208.4300 31.9357 2.8197 .5482 .0000 31.7000 6.8715 38.4685 24308.4400 31.9323 2.8194 .5402 .0000 31.7000 6.6763 38.4652 24408.4500 31.9289 2.8191 .5323 .0000 31,7000 6.4E40 38.4619 24508.4600 31.9255 2.8188 .5243 .0000 31.7000 6.2943 3E.4586 24608.4600 31.9220 2.B155 .5164 .0000 31.7000 6.1075 39.4553 24709.4700 31.9186 2.8182 .5084 .0000 31.7000 5.9234 38.4519 24BCE.4900 31.9152 2.6179 .5005 .0000 31.700" 5.7421 16.4486 2490E.4900 31.911E 2.9176 .4925 0000 31.7000 5.5636 35.4453 25006.4900 31.9084 2.E173 .4546 :000 31.7000 5.3979 3E.4420 25105.5000 31.9050 2.E170 .4766 .0000 31.7000 5.2149 3E.43E7 25208.5100 31.9015 2.B167 .46E7 .0000 31.7000 5.0448 36.4354 25308.5200 31.E9El 2.8163 .4607 .0000 31.7000 4.6774 35.4321
.452e .0000 31.,000 4., 2s 3e.42ee (N 25408.5300 31.e947 2.s160 .
I
\
25505.5300 31.8913 2.8157 .4448 0000 31.7000 4.5509 30.4255 2.8154 .4369 31.7000 4.39;9 36.4222 \m-2560s.5400 31.8579 .0000 i I 1 Page 4 l
I Calculation M96-0007, MUT/BWST Hytran Analysis Attachmsnt 14 ; I 25708.5500 31.8844 2.8151 .4289 .0000 31.7000 4.2356 38.4189 i O 25808.5600 25908.5600 26008.5700 31.8810 31.8776 31.8742 2.8147 2.8145 2.8141
.4210
.4130
.4051
.0000
.0000
.0000 31.7000 31.7000
-31.7000 4.0821 3.9314 3.7836 38.4156 38.4123 38 4090 i
26108.5800 31.8708 2.8138 .3971 .0000 31.7000 3.6385 38.4056 26208.5900 31.8673 2.8135 .3892 .0000 31.7000 -3.4962 38.4023 26308.6000 31'.8639 2.8132 .3812 .0000 31.7000 3.3567 38.3990 26408.6000 31.8605 2.8129 .3733 .0000 31.7000 3.2200 38.3957 ; 26508.6100 31.8571 2.8126 .3653 .0000 31.7000 3.0861 38.3924 26608.6200 31.8537 2.8122 .3574 .0000 31.7000 2.9550 38.3891 , 26708.6300 31.8502 2.8119 .3494 .0000 31.7000 2.8267 38.3858 26808.6300 31.8468 2.8116 .3415 .0000 31.7000 2.7012 38.3825 i 26908.6400 31.8434 2.8113 .3335 .0000 31.7000 2.5785 38.3792 , 27008.6500 31.8400 2.8110 .3256 .0000 31.7000 2.4586- 38.3759 27108.6600 31.8366 2.8107 .3176 .0000 31.7000 2.3415 38.3726 - 27208.6700 31.8332 2.8103 .3097 .0000 31.7000 2.2273 38.3693 ' 27308.6700 31.8297 2.8100 .3017 .0000 31.7000 2.1159 38.3660 27408.6800 31.8263 2.8097 .2937 .0000 31.7000 2.0073 38.3626 27508.6900 31.8229 2.8094 .2858 .0000 31.7000 1.9015 38.3594 " 27608.7000 31.8195 2.8090 .2778 .0000 31.7000 1.7985 38.3560 27708.7100 31.8160 2.8087 .2699 .0000 31.7000 1.6983 38.3527 ! 27808.7100 31.8126 2.8084 .2619 .0000 31.7000 '1.6010 38.3494 { 27908.7200 31.8092 2.8081 .2540 .0000 31.7000 1.5065 38.3461 , 28008.7300 31.8058 2.8078 .2460 .0000 31.7000 1.4148 38.3428 l 28108.7400 31.8024 2.8075 .2383 .0000 31.7000 1.3260 38.3395 - 28208.7400 31.7989 2.8072 .2301 .0000 31.7000 1.2400 38.3362 ' 28308.7500 31.7955 2.8068 .2221 .0000 31.7000 1.1569 38.3329 28408.7600 31.7921 2.8065 .2142 .0000 31.7000 1.0765 38.3296 28508.7700 31.7887 2.8062 .2062 .0000 31.7000 .9991 38.3263 ! 28608.7800 31.7853 2.8059 .1983 .0000 31.7000 .9245 38.3230 28708.7800 31.7818 2.8056 .1903 .0000 -31.7000 .8527 38.3197 31.7784 2.8052 .1824 .0000 31.7000 .7838 38.3163 O 28808.7900 28908.8000 31.7750 2.8049 .1744 .0000 31.7000 .7178 38.3130- , h I i e l Page 5
1 Calculation M96-0007, MUT/BWST Hytran Analysis Attachment 15 HYTRAN-INF=CRMUT16.DAT - BWST/MUT-1 DRAWDOWN MODEL - APPENDIX R COMM STARTING WITH SS MODEL CONDITIONS (i.e., PRESSURES AND VELOCITIES) [Vw) COMM DRAWDOWN MUT-1, BWST OPEN AT MUT-1 IND LEVEL OF 18" COMM BWST INITIALLY @ 32.3746 PSIA, MUT INITIALLY @ 34.288 PSIA CNTL DATA IFLX,0, IVAB,0, TSTP,0.100, DCNV,0.001, TSTA,0.000, TEND,29000., NLOP,12000, IPRT,6000, ISTA,1, RLAX,1.30 IENG.0, DSTA,0.0001, IOUT,1, IDFL,2, VAPP,.8, ENDD NODE DATA COMM 14" "B-TRAIN" PIPING FROM BWST l A TO B ) 1,32.3,100.0,1.4459,0.,0.,0.,0.,0.,0. 2,32.3,100.0,1.4459,0.,0.,0 ,0 ,0.,0. 3,32.3,100.0,1.4459,0.,0.,0.,0.,0.,0. 4,32.2,100.0,1.4459,0.,0.,0.,0 ,0.,0. 5,32.2,100.0,1.4459,0.,0.,0.,0.,0.,0. 6,32.1.100.0.1.4459,0.,0.,0.,0.,0.,0. I 7,32.1,100.0,1.4459,0.,0.,0.,0.,0.,0. 8,32.1,100.0,1.4459,0.,0.,0.,0.,0.,0.
/s) f- 's_,/
9,32.0,100.0,1.4459,0.,0.,0.,0.,0.,0. 10,32.0,100.0,1.4459,0.,0.,0.,0.,0.,0. l l 11,31.9,100.0,1.4459,0.,0.,0.,0.,0.,0. 12,31.9,100.0,1.4459,0.,0.,0.,0.,0.,0. 13,31.9,100.0,1.4459,0.,0.,0.,0.,0.,0. 14,31.8,100.0,1.4459,0.,0.,0,,0.,0.,0. 15,46.1.100.0,1.4459,0.,0 ,0.,0.,0.,0. I 16,46.0,100.0,1.4459,0.,0.,0,,0.,0.,0. 17,46.0,100.0,1.4459,0.,0.,0.,0.,0.,0. 18,46.0,100.0,1.4459,0.,0.,0.,0.,0.,0. 19,45.9,100.0,1.4459,0.,0.,0.,0 ,0.,0. i 20,45.9,100.0,1.4459,0.,0.,0.,0.,0.,0. 21,45.8,100.0,1.4459,0.,0.,0.,0.,0.,0. 22,45.8,100.0,1.4459,0.,0.,0.,0. 0.,0. l 23,45.8,100.0,1.4459,0.,0.,0.,0.,0.,0. J 24,45.7,100.0,1.4459,0.,0.,0.,0.,0.,0. I 25,45.7,100.0,1.4459,0.,0.,0.,0.,0.,0. 26,45.6,100.0,1.4459,0.,0.,0.,0.,0.,0. 27,45.6,100.0,1.4459,0.,0.,0.,0.,0.,0. 28,45.6,100.0,1.4459,0.,0.,0.,0.,0.,0. 29,45.5,100.0,1.4459,0.,0.,0.,0.,0.,0. COMM 6" PIPING PAST MUV-60 TO TEE BRANCH ( B TO B' ) 30,44.5,100.0,1.3871,0.,0.,0.,0.,0.,0. 31,44.4,100.0,1.3871,0.,0.,0.,0.,0.,0. 32,44.4,100.0,1.3871,0.,0.,0.,0. 0.,0. 33,40.1.100.0,1.3871,0.,0.,0.,C. 0.,0. 34,40.0.100.0,1.3871,0.,0.,0. 0.,0.,0. 35,40.0,100.0,1.3871,0.,0.,0 ,0.,0.,C. COMM 6" PIPING TO MUP-1C TEE BRANCH B' TO C 36,39.9,100.0,1.2305,0.,0.,0.,0.,0.,0. (~'g 37,39.9,100.0,1.2305,0.,0.,0.,0.,0.,0. (' / 38,39.9,100.0,1.2305,0.,0.,0.,0.,0.,0. 39,39.9,100.0,1.2305,0.,0.,0.,0.,0.,0. Page 1
Calculation M96-0007, MUT/BWST Hytran Analysis Attachment 15
,,.g 40,39.8,100.0,1.2305,0.,0.,0.,0.,0.,0.
41,39.8,100.0,1.2305.0.,0.,0.,0.,0 ,0. 42,39.8,100.0,1.2305,0.,0.,0.,0.,0.,0. 43,39.8,100.0,1.2305,0 ,0.,0.,0 ,0.,0. ! 44,39.8,100.0,1.2305,0.,0.,0.,0.,0.,0. 45,39.6,100.0,1.2305,0.,0.,0.,0.,0.,0. ! 46,39.8,100.0,1.2305,0.,0,,0.,0.,0.,0. l 47,35.7,100.0,1.2305,0.,0.,0.,0.,0.,0. ' 48,35.7,100.0,1.2305,0.,0 ,0.,0.,0.,0. l 49,35.7,100.0,1.2305,0.,0.,0.,0.,0.,0. : 50,35.7,100.0,1.2305,0.,0.,0.,0.,0 ,0. l 51,35.7,100.0,1.2305,0.,0.,0.,0.,0.,0. ! 52,35.7,100.0,1.2305,0.,0.,0.,0 ,0.,0.-
- 53,35.7,100.0.1.2305,0.,0.,0.,0.,0.,0.
54,35.6,100.0.1.2305,0.,0.,0.,0.,0 ,0. ) 55,35.6,100.0,1.2305,0.,0.,0.,0.,0.,0. 56,35.6,100.0,1.2305,0.,0.,0.,0.,0.,0. l 57,35.6,100.0,1.2305,0.,0.,0.,0.,0 ,0. ; COMM 6"/4" PIPING TO MUP-1C ( C TO D.) ] COMM. 58,30.727,100.0,1.1453,0.,0.,0.,0. 0,,0. 1 COMM 59,29.882,100.0,1.1453,0.,0.,0.,0.,0.,0. . COMM 60,32.885,100.0,1.1453,0.,0 ,0.,0.,0.,0. ! COMM 6" PIPING TO MUT-1 TEE BRANCH ( C TO F ) ' 61,35.6,100.0,0.9989,0 ,0.,0.,0.,0.,0. l 62,35.6,100.0.0.9989,0.,0.,0.,0.,0.,0. 63,35.5,100.0,0.9989,0.,0.,0.,0.,0.,0 COMM 4" PIPING FROM MUT-1 TO 6" PUMP SUCTION HEADER ( E TO F ) 64,30.4,100.0,1.0025,0.,0 ,0.,0.,0.,0. ] i 65,30.3,100.0,1,0025,0.,0 ,0.,0.,0.,0. , 66,30.2,100.0,1.0025,0.,0.,0.,0 ,0.,0. l 67,30.1,100.0,1.0025,0.,0.,0.,0.,0.,0. I ( 68,36.0,100.0,1.0025,0.,0.,0.,0 ,0 ,0. 69,35.9,100.0,1.0025,0.,0.,0 ,0 ,0.,0. (- 70,35.8,100.0,1.0025,0.,0.,0.,0.,0.,0. 71,35.7,100.0,1.0025,0.,0 ,0.,0 ,0 ,0 72,35.6,100.0,1.0025,0.,0.,0.,0.,0.,0. COMM 6"/4" PIPING TO MUP-1B ( F TO H ) 73,35.4,100.0,1.2080,0.,0.,0.,0.,0.,0. 74,34.4,100.0,1.2080,0.,0.,0.,0.,0.,0. 75,37.4,100.0,1.2080,0.,0.,0.,0.,0.,0. COMM BOUNDARY. NODES COMM BWST OUTLET @ EL. 120'-6"
-100,32.3746,100.0,0.,0 ,0.,0.,0.,0.,0.
COMM MUT-1 OUTLET @ EL. 120'-11"
-200,34.288,100.0,0.,0.,0.,0,,0.,0.,0.
COMM BSP-1B AND DHP-1B, MUP-1C, MUP-1B DUMMY DISCHARGE NODES
-997,14.70,100.0,0.,0.,0.,0.,0.,0 ,0.
COMM -998,14.70,100.0,0.,0.,0.,0.,0.,0.,0. ISOLATE C PUMP
-999,14.70,100.0,0.,0.,0 ,0.,0.;0 ,0. .-
COMM DUMMY NODES FOR STORING CALCULATED VALUES
-400,14.70,100.0,0.,0.,0 ,0.,0.,0.,0.
COMM END OF NODE DATA ENDD NCES DATA COMM 14" "B-TRAIN" PIPING FROM BWST (A-B) 1,100,1,0.0.95'/5,1.0000,0.04014,0.0000,0.0001 2,1,2,0,0.9575,1.0000,0.04014,0.0000,0.0001 3,2,3,0,0.9575,1.0000,0.04014,0.0000,0.0001 4,3,4,0,0.9575,1.0000,0,04014,0.0000,0.0C01 5,4,5,0,0.9575,1.0000,0.04014,0,0000,0,0001 6,5,6,0,0.9575,1.0000,0.04014,0.0000,0.CC01 7,6,7,0,0.9575,1.0000,0.04014,0.0000,0.0C01
- 8,.7,8,0,0.9575,1.0000,0.04014,0.0000,0.0C01 9,B,94 C,0.9575,1.0000,0.04014,0.C000.0.0 01 Page 2
Calculation M96-0007, MUT/BWST Hytran Analysis Attachment 15 10,9,10,0,0.9575,1.0000,0.04014,0.0000,0,0001 i [ 11,10,11,0,0.9575,1.0000,0.04014,0,0000,0.0001 i 12,11,12,0,0.9575,1.0000,0.04014,0.0000,0,0001 13,12,13,0,0.9575,1,0000,0'04014,0.0000,0,0001
-14,13,14,0,0.9575,1.0000,0.04014,0.0000,0.0001 ,
15.14,15,1,0.9575,37.5417,0.0018,29.3231,0,0001 i 16,15,16,0,0.9575,1.0000,0.04014,0,0000,0,0001 17,16,17,0,0.9575,1.0000,0.04014,0,0000,0.0001 18,17,18,0,0.9575,1,0000,0.04014,0.0000,0,0001 !
.1",10,19,0,0.9575,1.0000,0.04014,0.0000,0.0001 ,
20,19,20,0,0.9575,1.0000,0.04014,0.0000,0.0001 21,20,21,0,0.9575,1.0000,0,04014,0.0000,0.0001 i 22,21,22,0,0.9575,1,0000,0.04014,0.0000,0.0001 ' 23,22,23,0,0.9575,1.0000,0.04014,0,0000,0.0001 24,23,24,0,0.9575,1,0000,0.04014,0.0000,0,0001 25,24,25,0,0.9575,1,0000,0.04014,0.0000,0,0001 26,25,26,0,0.9575,1.0000,0.04014,0,0000,0,0001 27,26,27,0,0.9575,1.0000,0,04014,0,0000,0.0001 i 28,27,28,0,0.9575,1.0000,0.04014,0,0000,0.0001 ! 29,28,29,0,0.9575,1.0000,0.04014,0,0000,0.0001 COMM FIXED FLOW NCE FOR BSP-1B AND DHP-1B i
- COMM 30,29,997,-1,0.9575,1.0000,11.28551,0.0000,11.28551 COMM 14" x 14" x 6" TEE BRANCH (K CHANGED IN VAB1) 'i 31,29,30,0,0.2006,1.0000,10.0,0.0000,0.0001 !
COMM 6" PIPING PAST MUV-60 TO TEE BRANCH (B-B') .; 32,30,31,0,0.2006,1,0000,0.45375,0.0000,0.0001 ; 33,31,32,0,0.2006,1.0000,0.45375,0,0000,0.0001 34,32,33,1,0.2006,36.0209,0,0018,-8.6599,0,0001 l
.35,33,34,0,0.2006,1.0000,9999999.0,0.0000,0,0001 36,34,35,0,0.2006.1.0000,0.45375,0.0000,0.0001 i COMM 6" x 6" x 6" TEE BRANCH @ B' (K CHANGED IN VAB1) 37,35,36,0,0.2006,1.0000,1.2,0,0000,0.0001 COMM 6" PIPING TO MUP-1C TEE BRANCH (B'-C) 38,36,37,0,0.2006,1.0000,0,09450,0,0000,0,0001 j 39,37,38,0,0.2006,1,0000,0.09450,0.0000,0,0001 l 40,38,39,0,0.2006,1.0000,0.09450,0,0000,0,0001 i 41,39,40,0,0.2006,1,0000,0,09450,0.0000,0,0001 42,40,41,0,0.2006,1.0000,0.09450,0.0000,0,0001 43,41,42,0,0.2006,1,0000,0.09450,0.0000,0,0001
.44,42,43,0,0.2006,1.0000,0.09450,0.0000,0,0001 45,43,44,0,0.2006,1.0000,0.09450,0,0000,0.0001 46,44,45,0,0.2006,1.0000,0.09450,0.0000,0.0001 47,45,46,0,0.2006,1.0000,0,09450,0.0000,0.0001 48,46,47,1,0.2006,124.0035,0,0018,-2.2072,0,0001 49,47,48,0,0.2006,1.0000,0.09450,0.0000,0.0001 50,48,49,0,0.2006,1.0000,0.09450,0.0000,0.0001 1 51,49,50,0,0.2006,1.0000,0.09450,0.0000,0,0001 y 52,50,51,0,0.2006,1.0000,0.09450,0.0000,0,0001 2 53,51,52,0,0.2006,1.0000,0.09450,0,0000,0.0001 <
l 54,52,53,0,0.2006,1.0000,0,09450,0.0000,0,0001 55,53,54,0,0.2006,1.0000,0.09450,0,0000,0.0001 j, 56,54,55,0,0.2006,1.0000,0.09450,0.0000,0.0001-57,55,56,0,0.2006,1.0000,0.09450,0.0000,0.00:1 58,56,57,0,0.2006,1.0000,0.09450,0.0000,0.0C:1 COMM ISCLATE PCMP C COMM 6" x 6" x 6" TEE BRA *;CH (K CHAN3ED IN VA31i CCMM . 59,57,58,0,0.2006,1.0000,1.0,0,0000,6.3Ei CCMM 6"/4" PIr!N3 TO MUF-10 (C-D) COMM 6 0,5 5,5 9,0, 0. 2 0: E ,1,0 000,2. 0 011,0,0 : 3 0,6 . : 5 6 COMM 61,59,60,1,0.2006,14.8512,0,0026,15.509~ 6.3E6 COMM FIXED FLCW NCE FOR MUP-10 COMM 62,60,998,-1,0.2006,1.0000,6.3863E,0.00: ,6.3563E COMM 6" x 6" x 6" TEE TC'S (K'CHAN3ED IN VAE1) 63,57,61,0,0.2006,1.0000,0.3,0.0300,0.0001 Page 3 ; i I
i l Calculation M96-0007, MUT/BWST Hytran Analysis Attachment 15 j i COMM 6" PIPING TO MUT-1 TEE BRANCH (C-F) . a 0
, 64,61,62,0,0.2006,1.0000,0.24000,0,0000,0.0001 65,62,63,1,0.2006,14.9374,0.0018,0,0000,0.0001 COMM 6" x 6" x 4" TEE RUN (K CHANGED IN VAB1) 66,63,73,0,0.2006,1.0000,3.3,0,0000,0.0001 t
COMM 4" PIPING FROM MUT-1 TO 6" PUMP SUCTION HEADER (E-F) 67,200,64,0,0.0884,1.0000,0.40675,0.0000,4.234 j 68,64,65,0,0,0884,1.0000,0.40675,0.0000,4.234 ' 69,65,66,0,0.0884,1.0000,0.40675,0.0000,4.234 , 70,66,67,0,0.0884,1.0000,0.40675,0,0000,4.234 ' 71,67,68,1,0.0884,97.1354,0.0018,5.4421,4.234 ! 72,68,69,0,0,0884,1.0000,0.40675,0.0000,4.234 ; 73,69,70,0,0.0884,1.0000,0.40675,0.0000,4.234 74,70,71,0,0.0884,1.0000,0.40675,0.0000,4.234 1 75,71,72,0,0,0884,1.0000,0.40675,0,0000,4.234 COMM 6" x 6" x 4" TEE BRANCH (K CHANGED IN VAB1) ; 76,72,73,0,0.0884,1.0000,1.0,0,0000,4.234 ; COMM 6"/4" PIPING TO MUP-1B (F-H) ! 77,73,74,0,0.2006,1.0000,3,53110,0.0000,1.8659 , 78,74,75,1,0.2006,15.7887,0.0018,14.8709,1.8659 COMM FIXED FLOW NCE FOR MUP-1B : 79,75,999,-1,0.2006,1.0000,1.8659,0.0000,1.8659 j COMM END OF NCE DATA ENDD ! PUMP DATA l COMM NRA,1170.0, i COMM HRA,190.0, COMM QRA,24.7., COMM TRA,10.0, COMM INR,10.0, t COMM X 0.,0.3927,0.7858,1,1781,1.5708,1.9635,2.3569,2.7489, ;
's COMM 3.1416,3.3866,3.6052,3.7851,3.9270,4.1409, ,
)
COMM 4.2487,5.1051,5.4978,5.8905,6.2832,END f COMM WH 0.75,0.725,0.700,0.750,0.800,0.900,1,0,1.300, ; COMM 1.1316,1.0650,0.9053,0.6905,0.5000,0.2187, COMM 0.1157,-0.50,-0.25,0.10,0.75,END COMM ENDP ' ENDD ARRY DATA l ENDD . ; VAB1 DATA [ ENDD l VAB2 DATA C.................................... .................... I C... CALCULATE K FOR NCE # 31 USING DATA FROM IDEL'CHIK C... DIAGRAM 7-21
~
IF (G31/G29 .GT. 0.8) THEN :: } AP=0.9 +- , .c - +. ' ELSE
; AP=1.0 '
ENDIF '. K31 = AP * ( 1 + (G31/G2 9) * *2. 0 ) K31 = K31 * ' G29 / G31 )
** 2.0 C..... .... . . . . . . . . . . . . . . . . . . . - . . . ...... .. . ... ..
C... CALCULATE K FOR NCE # 37 USING DATA FROM IDEL'CHIK C. . DIAGREM 7-21 IF (G37/G36 .GT. 0.8) THEN AP=0.9 ELSE AP-1.0 ENDIF K37 = AP
- 10.34 + (G37/G36)**2.0 )
K37 - K37
- I G36 / G37 ) ** 2.0 C. . . . ... . . . . . ..
Page 4
l Ca:culation M96-0007, MUT/BWST Hytran Analysis Attachm:nt 15 C... CALCULATE K FOR NCE # 59 USING DATA FROM IDEL'CHIK C... DIAGRAM 7-21, BRANCHLINE ISOLATED IN FINAL RUNS C IF (G59/G58 .GT. 0.8) THEN ; C AP=0.9 l C ELSE l C AP-1.0 i C ENDIF C K59 = AP * (0.34 + (G59/G58)**2.0 ) C K59 - K59 * ( G58 / G59 ) ** 2.0 C.......................................... .............. C... CALCULATE K FOR NCE # 63 USING DATA FROM IDEL'CHIK C... DIAGRAM 7-23 I IF ( ABS (1-G63/G58) .LE. 0.1) THEN ; K63 = 0.30 ELSE K63 = 0.4 * (1 - G63/G58) ** 2.0 K63 = K63 * ( G58 / G63 ) ** 2.0 ENDIF C. ........................................................ C... CALCULATE K FOR NCE # 66 USING DATA FROM IDEL'CHIK C... DIAGRAM 7-7 . i QBQC = (X76*G76)/(X77*G77) i K66 = 1.55*QBOC - QBOC**2.0 ) IF (K66 .LE. 0.0) K66=0.0 i K66 = K66 * ( G77 /.(G66+.0001) ) ** 2.0 1 C................................... ................. .... C... CALCULATE K FOR NCE # 76 USING DATA FROM IDEL'CHIK C... DIAGRAM 7-7, CONVERGING TEE BRANCH. ADD VELOCITY HEAD C... TO RUN IF BRANCH K IS LARGE NEGATIVE NUMBER. OBQC = (X76 *G76 ) / (X77 *G77) IF (QBQC .LE. 0.0) QBOC=0.0 K76=.75 * (1 + QBQC*QBCC/ ( 0. 4 4 07 * . 4 4 07 ) - 2. 0 * (1 -QBQC) *
- 2. 0 )
K76 = K76 * ( G77 / G76 ) ** 2.0 IF (K76 .LE. -15.0) THEN K76=0.001 1 K66=K66+1.0 h ELSE D
]
ENDIF 0 C......... ................................ ................ + C... ' MODEL CHECK VALVE IN MUT-1 DISCHARGE
- IF (G68 .LE. 0.0) THEN K68=99999999.0 ^
ELSE K68-0.40675 ENDIF C./.. ...... ....... ...................................... ;q
- C . RY. INITIALIZE. VARIABLES _2D Gh ?
U 'IF (TIME : .LE. TSTP) THEN y;I c 1 C.J.4 BLEVA ISLLEVEL ABOVE NOZZLE. BLEVI IS INDICATED LEVEL, Lt AL ( C... WHICH IS'IN EFFECT ABOVE 119.167' (122'-0" - 34*) BLEVA=41.567 ~ 1
~ II BLEVI-44.9 ?$
BGASPR= . 199+14.7 "J ' ULEVA=72.2375/12.0 ULEVI-74.9375/12.0 UGASFR=17.0+14.7 UGASVL=333.556 UWATVL-270.053 WATVPR=2.5375 ELSE ENDIF C. ... . . ... . . .. . . .. .. . . .. ... . C.. PRINT RESULTS IN FLOT FILES EVERY 100 SECS IF (!STA.NE.1 R E"~u'RN i 1 Page 5
I Calculation M96-0007, MUT/BWST Hytran Analysis Attachment 15 XCOUNT-TIME-COUNT , IF (XCOUNT.GE.100. 0 ) THEN l WRITE (21,2 0) TIME , BLEVA, BLEVI K76, G76, K6 6, G6 6 l 20 FORMAT (7F10.4) l WRITE (22,30) TIME,P200,G67,ULEVA,ULEVI,UGASPR.UWATVL,P73 ) 3 0 FORMAT ( 8 F10. 4 ) I COUNT TIME ELSE ! ENDIF '
.C......... ......................... ......................
-l C... CALCULATE CHANGE IN WATER LEVELS, ETC... IN BWST AND MUT ,
IF (TIME .GT. TSTP) THEN l C... BWST LEVELS AND PRESSURES. THIS MODELS ONLY TO THE NOZZLE. ' l BDVOL=Gl*X1*TSTP'(-1.0) BDLEV=BDVOL/1256.64 ' BLEVA=BLEVA+BDLEV BLEVI=BLEVI+BDLEV ) P100=BGASPR+(BLEVA*61.9192/144.0) ! C... MUT-1 LEVELS AND PRESSURES UDVOL= (G67 *X67 *TSTP* (-1. 0) ) + (156.0*TSTP/7.4805/60.0) UWATVL=UWATVL+UDVOL 1 UGASVL=UGASVL-UDVOL C... IF LEVEL.IS INSIDE PIPE ABOVE LONG HORIZONTAL RUN IF (UWATVL .GT. (-1.304) .AND. UWATVL .LE. 0.0) THEN ULEVA=UWATVL/X67 ULEVI=0.0 ELSE ENDIF C... IF LEVEL IS JUST ABOVE PIPE NOZZLE AND BELOW NUCKLE IF ((UWATVL .GT. 0.0) .AND. (UWATVL .LE 21.750)) THEN ULEVA= ( (UWATVL* 1728 ) " . 507 ) /17. 6 8 9 /12 . 0 % ULEVI=0.0 ELSE ENDIF C... IF LEVEL IS IN; KNUCKLE REGION IF (UWATVL.GT; 21.750. AND.UWATVL.LE (21.750+19.72 9) ) THEN ULEVA= (11. 78 97 + ( (UWATVL-21. 750 )
- 172 8 ) * * . 962 /4 581. 874 ) /12 . O ULEVI=0.0 ELSE ENDIF C... IF LEVEL IS IN STRAIGHT FLANGE REGION
.IF (UWATVL.GT.41.479 . AND . UWATVL . LE . ( 41. 4 7 9 + 6 . 75 5 ) ) THEN ULEVA= (11. 78 97 + 4 . 996 8 ) /12 . 0 + (UWATVL- 41. 47 9 ) /4 9. 094 3 ULEVI=0.0 ELSE ENDIF ,. r C... IF LEVEL IS IN'SHELL CYLINDER REGION IF (UWATVL ;GT. 48.234) THEN ULEVA= ( 11. 78 97 + 4 . 996 8 +1. 6 510 ) /12 . 0 + ( UWATVL- 4 8 . 2 3 4 ) / 4 9. 4 8 3 2 1 I
ULEVI =ULEVA+ ( 2 . 7 - 19 . 9375 ) /12 . 0 IF (ULEVI .LT 0.0) ULEVI = 0.0 C... MU LEV INDICATED IS ACTUALLY ONLY TRUE DOWN TO A LEVEL OF 19.9375* C... ABOVE THE TANK BOTTOM, BELOW THIS LEVEL THE INSTRUMENT WILL NOT C... ACTUALLY OPERATE. ELSE ENDIF C... ADJUST PRESSURE BOUNDARY CCNDITICN FOR MUT-1 UGASPR=17.0+14.7 P200=U3ASPR+IULEVA*61.9192/144.C; ELSE ENDIF C OPEN BUST IF M*T LEVEL IS LESS THAN 1E" IF ((ULEVI .GT. (18.0/12.0)) .OR. /G35 .LT. 0.0)) THES l K35-9999999.0 Page 6 I
l l Calculation M96-0007, MUT/BWST Hytian Analysis Attachment 15 l l I ELSE ( K35=0.45375 ENDIF C... ADJUST TIME END TO JUST AFTER BWST REACHES 7 FEET IF (ULEVA .LE. 0.0) TEND-TIME +0.1 ENDD VAB3 DATA ENDD USER DATA ENDD l ENDD l k 1 1 l O O Page 7
Calculation M96-0007, MUT/BWST Hytren Analysis Attachment 16
} This Attachment contains the output file for one time step close to the end of the transient.
(./ HYTN41 REV 0 GILBERT / COMMONWEALTH INC.1989 MfiRAN INF=CRMUT16.DAT - BWST/MUT-1 DRAWDOWN MODEL - APPENDIX R E TIME =28540.1400 "=
" NODE s 1( 2): P= 32.1292 Ta 100.0000 D= 61.9192 QM= .0000 QMH= .0000 Qva .00 U= .0000 TE .0000 VOL= 1.4459 CS=4882.2120 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY To FROM xK 1 .1470E+01 .025 1 100 .4014E-01 l
2 .1639E+01 .028 2 1 .4014E 01 l
** NODE = 2( 2): P= 32.1288 T= 100.0000 D= 61.9192 QM= .0000 l QMH= .0000 Qvs .00 Us .0000 TE= .0000 l VOL= 1.4459 CS=4882.2120 VP= .0000 NCES INFORMATION : BRANCH NO. MAS $ FLOW RATE VELOCITY To FROM xK
]
2 .1639E+01 .028 2 1 4014E 01 1 3 .1600E+01 .027 3 2 .4014E
- 0'i J
**N00E= 3( 2): P= 32.1288 Ta 100.0000 D= 61.9192 QM .0000 QMHz .0000 QVs .00 U= .0000 TE: .0000 VOL= 1.4459 CS=4882.2120 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY 10-FROM XK j 3 .1600E+01 .027 3 2 4014E 01 4 .1485E+01 .025 4 3 .4014E-01 "N00E= 4( 2): Ps 32.1291 T= 100.0000 D= 61.9192 Qu= .0000 QMH= .0000 Qvs .00 U= .0000 TE: .0000 VOL= 1.4459 CS=4882.2120 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOC!TY To-FROM xK 4 1485E+01 .025 4 3 4014E-01 5 .1597E+01 .027 5 4 4014E 01
" NOD E = 5( 2): P= 32.1289 T= 100.0000 De 61.9192 QMa .0000 (A)
%/
QMH= VOL=
.0000 ovs .00 U=
1.4459 CS=4882.2120 VP=
.0000 TE
.0000
.0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY TO-FROM XK 5 .1597E+01 .027 5 4 4014E 01 6 .1605E+01 .027 6 5 .4014E 91 ,
" NOD E s 6( 2): P= 32.1288 T= 100.0000 D= 61.9192 QMs .0000 l QMH= .0000 Qva .00 U= .0000 TE .0000 i VOL= 1.4459 CS=4882.2120 VP= .0000 I NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY 70 FROM XK 1 6 .1605E+01 .027 6 5 4014E-01 7 .1477E+01 .025 7 6 .4014E 01 i "N00 E = 7( 2): P= 32.1291 T= 100.0000 D= 61.9192 QM= .0000 l QMH= .0000 QV= .00 U= .0000 TE= .0000 j VOL= 1.4459 CS=4882.2120 VP= .0000 1 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY To-FROM XK 4 7 1477E+01 .025 7 6 4014E 01 H -
8 .1630E+01 .027 8 7 4014E-01'
" NODE s 8( 2): P= 32.1288 T= 100.0000 D= 61.9192 QMs .0000- -
QMHz .0000 QV= .00 U= .0000 TE: .0000. a
'f VOL= 1.4459 CS=4882.2120 VP= .0000 '
NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY To-FROM xK 8 .1630E+01 .027 8 7 4014E-01 9 .154BE+01 .026 9 8 .4014E-01
*=N00E= 9( 2): P= 32.1289 T= 100.0000 D= 61.9192 QMs .0000 QMH= .0000 QVs .00 U= .0000 TE= .0000 VOL= 1.4459 CS=4882.2120 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY TO-FROM XK 9 .154BE+01 .026 9 8 .4014E-01 10 .1553E+01 .026 10 9 4014E-01
**NOCE= 10( 2): P= 32.1289 T= 100.0000 0 61.9192 Qu= .0000 QMH= .0000 QV .00 U= .0000 TE= .0000 VOL= 1.4459 CS=4882.2120 VP= .0000
, NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY 10 FROM XK 10 .1553E+01 .026 10 9 4014E 01 11 .1575 E +01 .027 11 10 .4014E 01 "N00E = 11( 2): P= 32.1289 T= 100.0000 D= 61.9192 cws .0000 Page 1
Calculation M96-0007,' MUT/BWST Hytran Analysis Attachm nt 16 QMN= .0000 QVs .00 U= .0000 tEs .0000
% VOL= 1.4459 CS=4882.2120 VP= .0000 1
NCES INFORMATION : BRANCH NO. MAS $ FLOW RATE VELOCITY TO FROM XK r 11 .1575E+01 .027 .4014E 01 11 10 12 .1549E+01 .026 12 11 .4014E-01
** NODE = 12( 2): P= 32.1289 T= 100.0000 De 61.9192 QM= .0000 QMH= .0000 QV= .00 U= .0000 TE= .0000 VOL= 1.4459 CS=4882.2120 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY TO FROM XK 12 .1549E+01 .026 12 11 4014E 01 13 .1583E+01 .027 13 12 .4014E-01
" NODE = 13( 2): P= 32.1289 T= 100.0000 De 61.9192 QMs .0000 QMH= .0000 QV= .00 Us .0000 TE= .0000 VOL= 1.4459 CS=4882.2120 n*= .0000 i NCES INFORMATION : BRANCH No. MASSFLOW RATE VELOCITY f0-FROM XC 13 .1583E+01 .027 13 12 .4014E-01 14 .1547E+01 .026 14 13 4014E 01
" NODE = 14( 2): P= 32.1289 T= 100.0000 D= 61.9192 QM= .0000 QMH= .0000 QV= .00 Us .0000 TE= .0000 VOL= 1.4459 CS=4882.2120 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITT To FROM XK 14 .1547E+01 .026 14 13 .4014E 01 15 .1570E+01 .026 15 14 .1800E 02
" NOD E = 15( 2): P= 46.8285 T= 100.0000 0= 61.9192 QM= .0000 QMH= .0000 QV= .00 Us .0000 TE= .0000 l VOL= 1.4450 CS=4883.0360 VP= .0000 5 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY T0-FROM XK 15 1570E+01 .026 15 14 .1800E 02 16 .1407E+01 .024 16 15 .4014E-01
**N00E= 16( 2): P= 46.8293 T= 100.0000 D= 61.9192 QM= .0000 QMHz .0000 ovs .00 Us .0000 TE= .0000 VOL= 1.4459 CS=4883.0360 VP= .0000 NCES INFORMAfl0N : BRANCH NO. MASSFLOW RATE VELOCITT To-FROM XK 16 .1407E+01 .024 16 15 .4014E 01 17 .1517E+01 .026 17 16 .4014E-01
('n\j " NODE s 17( 2): P= QMH= 46.8293 T= 100.0000 0=
.0000 QV= .00 U=
61.9192 QM=
.0000 TE=
.0000
.0000
. VOL= 1.4459 CS=4883.0360 VP= .0000 NCES INFORMATION : BRANCH NO. MAS $ FLOW RATE VELOCITY To-FROM XK u 17 .1517E+01 .026 17 16 .4014E 01 g 18 .1653E+01 .028 18 17 .4014E 01 y
.,i- ** NODES 18( 2): P= 46.8291 T= 100.0000 D= 61.9192 QM= .0000 0 4 QMH= .0000 QV3 .00 Us .0000 TE: .0000 .x 1.4459 CS=4883.0360 VP=
~
VOL= .0000 NCES INFORMATION . BRANCH No. MASSFLOW RATE VELOCITY TO FROM XK
; 18 .1653E+01 .028 18 17 .4014E-01 g 19 .1487E+01 .025 19 18 4014E-01
** NODES 19( 2): P= 46.8294 T= 100.0000 D= 61.9192 QM= .0000 QMH= .0000 Qv= .00 U= .0000 TE= .0000 .i VOL= 1.4459 CS=4883.0360 VP= .0000
.,_ . NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY T0-FROM XK (, k,
- My tt PW 19 .1487E+01 .025 19 18 .4014E-01 viGnm, 5
_ _. m 4-v a
" NODES 20( 2): P=
20 .1587E+01 .027 20 19 46.8293 T= 100.0000 Ds 61.9192 QM= 4014E-01
.0000 Mgs y 4?r M QMH= .0000 QVs .00 U= .0000 TE= .0000 -
W c4 VOL= 1.4459 CS=4883.0360 VP= .0000 , g 4 NCES INFORMATION : BRANCH NO. MAS $ FLOW RATE VELOCITY To-FROM XK .i ws 20 .1587E+01 .027 20 19 4014E-01 - k; ~ 21 .1562E+01 .026 21 20 .4014E-01 "NOC E : 21( 2): P= 46.8294 T= 100.0000 D= 61.9192 QM= .0000 QMH= .0000 QVs .00 U= .0000 TE= .0000 VOL= 1.4459 CS=4883.0360 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY To FROM XK 21 .1562E+01 .026 21 20 .4014E 01 22 1566E+01 .026 22 21 .4014E 01
" N00 E = 22( 2): P= 46.8294 T= 100.0000 Ds 61.9192 QM .0000 QMHz .0000 CVs .00 U= .0000 TE .0000 VOL= 1.4459 CS=4883.0360 VP= .0000 C NCES INFORMATION : BRANCH No. MASSFLOW RATE VELOCITY To-FROM WK
( ' 22 23
.1566E+01 1565E+01
.026
.026 22 21 27 22 4014E 01 4014E 01 Page 2
Calculation M96-0007, MUT/BWST Hytran Analysis Attachn)cnt 16 f ** NODE = 23( 2): P= 46.8294 T= 100.0000 De 61.9192 QM= .0000
/ QMH= .0000 QV= .00 Um .0000 TEs .0000 Q VOL=
NCES INFORMATION : BRANCH NO. 1.4459 CS=4883.0360 VP= .0000 MASSFLOW RATE VELOCITY T0 FROM XK 23 .1565E+01 .026 23 22 .4014E-01 24 .1570E+01 .026 24 23 4014E 01
** NODES 24( 2): P= 46.8294 T= 100.0000 D= 61.9192 QM= .0000 QMHz .0000 QV= .00 U= .0000 TE= .0000 VOL= 1.4459 CS=4883.0360 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY To-FROM XK 24 .1570E+01 .026 24 23 .4014E-01 25 1563E+01 .026 25 24 4014E 01
** NODES 25( 2): P= 46.8294 T= 100.0000 D= 61.9192 QMs .0000 QMH= .0000 cvs .00 Um .0000 TE= .0000 VOL= 1.4459 CS=4883.0360 VP= .0000 NCES INFORMAfl0N : BRANCH NO. MASSFLOW RATE VELOCITY To FROM XK 25 .1563E+01 .026 25 24 .4014E-01 26 .1578E+01 .027 26 25 .4014E-01 )
** NODE = 26( 2): P= 46.8293 T= 100.0000 D= 61.9192 QM= .0000 i QMH= .0000 QV= .00 U= .0000 TEs .0000 VOL= 1.4459 CS=4883.0360 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY T0-FROM XK 26 .1578E+01 .027 26 25 .4014E-01 27 .1574E+01 .027 27 26 .4014E-01
** NODE = 27( 2): P= 46.8294 Ta 100.0000 D= 61.9192 QM= .0000 QMHz .0000 QV= .00 Us .0000 TE= .0000 VOLs 1.4459 CS=4883.0360 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY 70 FROM XK 27 .1574E+01 .027 27 26 4014E-01 '
28 .1557E+01 .026 28 27 .4014E-01
** NODE = 28( 2): P= 46.8294 Ta 100.0000 D= 61.9192 QM= .0000 QMHz .0000 QV= .00 Us .0000 TE= .0000 VOL= 1.4459 CS=4883.0360 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY To-FROM XK 28 .1557E+01 .026 28 27 .4014E-01 i 29 .1579E+01 .027 29 28 .4014E 01 l \ " NOD E s 29( 2): P= 46.8294 T= 100.0000 D= 61.9192 QM= .0000 QMH= .0000 QVs .00 Us .0000 TE= .0000 VOL= 1.4459 CS=4883.0360 VP= .0000 0 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY To-FROM XK s .:
a 29 .1579E+01 .027 29 28 4014E 01 @ b 31 .1569E+01 .126 30 29 .9400E+00 4
**N00E= 30( 2): P= 46.8293 T= 100.0000 De 61.9192 QM= .0000 .j(
i QMHz .0000 QV= .00 U= .0000 TE .0000 j, VOL= 1.3871 CS=4883.0360 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY TO-FROM XK 31 .1569E+01 .126 30 29 .9400E+00 4 i 32 .1572E+01 .127 31 30 4538E+00
**N00E= 31( 2): P= 46.8292 T= 100.0000 De 61.9192 QM= .0000 QMHz i.0000 QV= .00 U= .0000 TE .0000 _y
?.&s VOL= 1.3871 CS=4883.0360 VP= .0000 Jd.
NCES INFORMAfl0N : BRANCH NO. MASSFLOW RATE VELOCITY TO-FROM XK 25
?m my 32'y n .1572E+01 .127 31 30 .4538E+00 s, '
-h 33 .1571E+01 126 32 31 4538E+00
". P;j aJ-
" N00 E = 32( 2): P= '46.8292 T= 100.0000 D= 61.9192 QM= .0000
.i
.n QMH= ,.0000 QVs .00 U= .0000 TE= .0000 _2 l r n VOL= 1.3871 CS=4883.0360 VP= .0000 .Wl NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY To-FROM XK _
33 .1571E+01 .126 32 31 .4538E+00 34 .1571E+01 .126 33 32 .1800E 02 1 "N00 E = 33( 2): P= 42.6633 T= 100.0000 D= 61.9i92 QM3 .0000 QMH= .0000 Qva .00 Us .0000 TE: .0000 VOL= 1.3871 CS=4882.8020 VP= .0000 NCES INFORMATION : BRANCH No. MASSFLOW RATE VELOCITY 10 FROM XK 34 1571E+01 126 33 32 .1800E 02 35 .1566E+01 .126 34 33 453BE+00 "N00 E = 34( 2): P= 42.6633 T= 100.0000 0= 61.9192 QM= .0000 QMH= .0000 Qv= .00 Us .0000 TE .0000 h
\g VOL=
NCES INFORMATION : BRANCH NO. 1.3871 CS=4882.8020 VP= MASSFLOW RATE VELOCITY To-FROM
.0000 FK 35 .156tE+01 126 34 33 453SE+00 Page 3
Cckulation M96-0007, MUT/BWST Hytran Analysis Attachmnnt 16 e 36 .1571E+01 .126 35 34 .4538E+00 [ " NODE s 35( 2): P= 42.6632 T= 100.0000 D= 61.9192 QM= .0000 QMH= .0000 QVs .00 Us .0000 TEs .0000 VCL= 1.3871 CS=4882.8020 VP= .0000 NCES INFORMATION : BRANCH No. MASSFLOW RATE VELOCITY To FROM XK 36 .1571E+01 .126 35 34 .4538E+00 37 .1574E+01 .127 36 35 .120SE+01
" NODE = 36( 2): P= 42.6631 T= 100.0000 Da 61.9192 QMs .0000 QMHz .0000 QV= .00 Us .0000 TE= .0000 VOL= 1.2305 CS=4882.8020 VP= .0000 NCES INFORMATION : BRANCH No. MAS $ FLOW RATE VELOCITY T0 FROM XK 37 .1574E+01 .127 36 35 .120$E+01 38 .1567E+01 .126 37 36 .9450E 01
" NODE s 37( 2): P= 42.6631 T= 100.0000 D= 61.9192 eMa .0000 QMH= .0000 ovs .00 U= .0000 TE= .0000 VOL= 1.2305 CS=4882.8020 VP= .0000 NCES INFORMATION : BRANCH NO. MAS $ FLOW RATE VELOCITY 70 FROM XK 38 .1567E+01 .126 37 36 .9450E-01 39 .1572E+01 .127 38 37 .9450E 01
" NODE = 38( 23: P= 42.6631 T= 100.0000 D= 61.9192 QMa .0000 QMH= .0000 QV= .00 U= .0000 TE .0000 VOL= 1.2305 CS=4882.8020 VP= .0000 NCES INFORMAfl0N : BRANCH NO. MASSFLOW RATE VELOCITY TO-FROM XK 39 .1572E+01 .127 38 37 .9450E 01 40 .1570E+01 .126 39 38 .9450E-01
" NODE = 39( 2): P= 42.6631 T= 100.0000 D= 61.9192 eM= .0000 '
QMH= .0000 DV= .00 Us .0000 TE= .0000 VOL= 1.2305 CS=4882.8020 VP .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY TO-FROM XK + 40 .1570E+01 .126 39 38 .9450E-01 41 .1573E+01 .127 40 39 .9450E-01
** NODES 40( 2): P= 42.6631 Ta 100.0000 D= 61.9192 QM= .0000 QMH= .0000 QV= .00 U= .0000 TEs .0000 VOL= 1.2305 CS=4882.8020 VP= .0000 D NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY T0-FROM XK j 41 .1573E+01 .127 40 39 .9450E 01 42 .1569E+01 .126 41 40 .9450E-01 "N00E= 41( 2): P= 42.6631 T= 100.0000 D= 61.9192 eM= .0000 QMHz .0000 QV= .00 U= .0000 TE= .0000 VOL= 1.2305 CS=4882.8020 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY To-FROM XK 42 .iS69E+01 .126 41 40 .9450E-01 43 .1572E+01 .127 42 41 .9450E 01
" NOD E s 42( 2): P= 42.66305 T= 100.0000 D= 61.9192 QM .0000 eMH= .0000 QV= .00 U= .0000 TE. .0000 VOL= 1.2305 CS=4882.8020 VP= .0000 NCES INFORMATION : BRANCH NO. MAS $ FLOW RATE VELOCITY TO-FROM XK 43 .1572E+01 .127 42 41 9450E-01 44 .1571E+01 .127 43 42 .9450E-01
" NODES 43( 2): P= 42.6630' T= 100.0000 D= 61.9192 oMa .0000 QMHz .0006VoV= .00 Us .0000 TE .0000 VOL= 1.2305 fCS=4882.8020 WP= .0000 NCES INFORMATION : BRANCH NO.' MASSFLOW RATE VELOCITY T0-FROM XK 44 i'~ .1571E+01 .127 43 42 .9450E-01 45 .1571E+01 fF.126 44 43 .9450E-01
" NODE s 44( 2): P= 42.6630 T= 100.0000 D= 61.9192 QMs .0000 odH= '.0000 QV= .00 U= .0000 TE: .0000 VOL= 1.2305 CS=4882.8020 VP= .0000 NCES INFORMATION : BRANCH NO. MAS $ FLOW RATE VELOCITY To-FROM XK 45 .1571E+01 .126 44 43 .9450E 01 46 .1572E+01 .127 45 44 .9450E-01
" NODE s 45( 2): P= 42.6630 T= 100.0000 D= 61.9192 QM= .0000 QMH= .0000 CV= .00 U= .0000 TE= .0000 VOL= 1.2305 css 4882.8020 VP= .0000 NCES INFORMATION : ERANCH N3. MAS $ FLOW RATE VELOCITY TD-FROM NK 46 .1572E+01 .127 45 44 .9450E 01 47 .1571E+01 .127 46 45 9450E-01 A "N00 E = 46( 2): P= 42.6630 T= 100.0000 0= 61.9192 cM= .0000 i i CMH= .0000 CV= .00 U= .0000 TE= .0000 d VOL=
NCES INFORMATION : ERANCH N3. 1.2305 CS=4882.8020 VP= MASSFLOW RATE VELOCITY to-FROM
.0000 XK Page 4
Calculation M96-0007, MUT/BWST Hytrar. Analysis Attachment 16
,- . 47 .1571E+01 .127 46 45 .9450E-01
/ 48 .1572E+01 .127 47 46 .1800E-02
** NODES 47( 2): P= 39.0072 T= 100.0000 De 61.9192 ems .0000 DMH= .0000 Qva .00 Us .0000 TE .0000 VOL= 1.2305 CS=4882.5980 VP= .0000 NCES INFORMATION
- BRANCH NO. MASSFLOW RATE VELOCITY T0 FROM XK 48 .1572E +01 .127 47 46 1800E 02 49 .1574E+01 .127 48 47 .9450E 01
** NODES 48( 2): P= 39.0072 T= 100.0000 D= 61.9192 oms .0000 DMH= .0000 QVs .00 U= .0000 TE .0000 VOL= 1.2305 CS=4882.5980 VP= .0000 kCES INFORMATION : BRANCH NO. MAS $ FLOW RATE VELOCITY T0 FROM XK 49 .1574E+01 .127 48 47 .9450E 01 50 .1571E+01 .126 49 48 .9450E 01
** NODES 49( 2): P= 39.0072 T= 100.0000 D= 61.9192 eM= .0000 DMH= .0000 Qva .00 Un .0000 TE .0000 VOL= 1.2305 CS=4882.5980 VP= .0000 NCES INFORMAT!DN : BRANCH NO. MASSFLOW RATE VELOCITY To-FROM XK 50 .1571E+01 .126 49 48 .945DE-01 51 .1572E+01 .127 50 49 .945DE 01
** NODE = 50( 2): P= 39.0072 T= 100.0000 D: 61.9192 QM= .0000 DMH= .0000 ovs .00 U= .0000 TEs .0000 VOL= 1.2305 CS=4882.5980 VP= .0000 NCES INFORMATION : BRANCH NO. MAS $ FLOW RATE VELOCITY To-FROM XK ,
51 .1572E+01 .127 50 49 .9450E 01 ' 52 .1572E+01 .127 51 50 .9450E 01
** NODE = 51( 2): P= 39.0072 T= 100.0000 D= 61.9192 QMs .0000 DMH= .0000 QVs .00 U= .0000 TE .0000 VOL= 1.2305 CS=4882.5980 VP= .0000 NCES INFORMATION : BRANCH NO. MAS $ FLOW RATE VELOCITY To-FROM XK i 52 .1572E+01 .127 51 50 .9450E 01 53 .1572E+01 .127 52 51 .9450E-01 l
** NODES 52( 2): P= 39.0071 T= 100.0000 D= 61.9192 OM= .0000 i OMHz .0000 Qv= .00 U= .0000 TE= .0000 s VOL= 1.2305 CS=4882.5980 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY To- F R OM XK ,
53 .1572E+01 .127 52 51 .9450E-01 54 .1570E+01 .126 53 52 .9450E 01 1
** NODES 53( 2): P= 39.0072 T= 100.0000 De 61.9192 oms .0000 DMH= .0000 Qvs .00 U= .0000 TE= .0000 VOL= 1.2305 CS=4882.5980 VP= .0000 1 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY T0 FROM XK i 54 1570E+01 .126 53 52 9450E-01 l 55 .1571E+01 .126 54 53 .9450E-01 j
**N00E= 54( 2): P= 39.0071 T= 100.0000 D= 61.9192 QM= .0000 ;
OMH= .0000 QV= .00 U= .0000 TE= .0000 VOL= 1.2305 CS=4882.5980 VP= .0000 l NCES JNFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY To FROM XK 55 .1571E+01 .126 54 53 .9450E-01 ) 56 .1571E+01 .127 55 54 .9450E 01 l
**N00E= 55( 2): P= 39.0071 T= 100.0000 D= .61.9192 OM= .0000 DMHz .0000 Qva .00 U= .0000 TE= .0000 VOL= 1.2305 CS=4882.5980 VP= J .0000 >+
NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY To-FROM XK 56 .1571E+01 .127 55 54 .9450E 01 57 .1571E+01 .127 56 55 .9450E-01
**N00E= 56( 2): P= 39.0071 1= 100.0000 D= -61.9192 QMs .0000 CMHz .0000 ovs .00 U= .0000 TE= .0000 VOL= 1.2305 CS=4882.5980 VP= .0000 j NCES thFORMATION . BRANCH NO. MASSFLOW RATE VELOCITY 10 FROM XK 57 .1571E+01 .127 56 55 .9450E-01 58 .1571E+01 .126 57 56 9450E 01
**NOCE= 57( 2): P= 39.0071 T= 100.0000 D= 61.9192 QM= .0000 QMH= .000C Qva .00 U= .0000 TE: .0000 VOL= 1.2305 CS=4882.5983 vP= .0000 NCES INFORMATION
- BRANCH NO. MAS $ FLOW RATE VELOCITY TO-FROM XK 58 .1571E+01 .126 57 56 .9450E-01 '
63 .1571E+01 126 61 57 .3000E+00 l
*
- h 0C E 61( 2): Ps 39.0071 T= 100.0030 0= 61.9192 QM= .0000 C) QMH=
VOL=
.0000 ovs .00 Us
.9989 CS=4882.59E0 vP=
.0000 TE=
.0000
.0000 Page 5
l l l Calculation M96-0007, MUT/BWST Hytran Analysis Attachment 16 i l NCES INFORMATION : BRANCH No. MASSFLOW RATE VELOCITY 10-FROM XK LO 63 64
.1571E+01
.1571E+01
.126
.127 61 57 62 61
.3000E+00
.2400E+00 l
**N00E= 62( 2): P. 39.0071 T= 100.0000 De 61.9192 cm= .0000 l QMHz .0000 QVs .00 Us .0000 TE: .0000 '
VOLs .9989 CS=4882.5980 VP= .0000 I NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY To FROM XK l 64 1571E+01 .127 62 61 .2400E+00 65 .1571E+01 .127 63 62 .1800E-02 i
" NODE s 63( 2): P= 39.0070 T= 100.0000 D= 61.9192 QMa .0000 !
QMH= .0000 ovs .00 Us .0000 tea .0000 4 VOL= .9989 CS=4882.5980 VP= .0000 l NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY T0 FROM XK 65 .1571E+01 .127 63 62 .1800E 02 66 .1571E+01 .127 73 63 .1251E+03 l
" NODE s 64( 2): P= 32.8957 T= 100.0000 D= 61.9192 QMa .0000 l
QMH= .0000 ov= .00 Un .0000 TE= .0000 ' VOL= 1.0025 CS=4882.2550 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY TD-FROM XK 67 .2160E+02 3.947 64 200 .4067E+00 68 .2160E+02 3.947 65 64 .4067E+00 i
" NODES 65( 2): P= 32.8533 T= 100.0000 De 61.9192 QM= .0000
)
QMH= .0000 QVs .00 Us .0000 TE= .0000 VOL= 1.0025 CS=4882.2520 VP= .0000 j NCES INFORMATION : BRANCH NO. MASSFLOL RATE VELOCITY 70-FROM XK 68 .2160E+02 3.947 65 64 .4067E+00 69 .2164+02 3.947 66 65 4067E+00 1
" NODE s 66( 2): P= 32.5110 Ta 100.0000 D= 61.9192 QM .0000 1 QMHz .0000 ovs .00 Us .0000 TE .0000 '
I VOL= 1.0025 CS=4882.2500 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY To FROM XK 69 .2161E+02 3.947 66 65 .4067E+00 70 .2160E+02 3.947 67 66 4067E+00 1
" N 00 E = 67( 2): P= 32.7687 T= 100.0000 D= 61.9192 QM .0000 l 2
( i QMH= VOL=
.0000 ov= .00 1.0025 CS=4882.2480 VP=
U= .0000 TEs
.0000
.0000 l i
NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY TD FROM XK 70 .2160E+02 3.947 67 66 4067E+00 ] 71 .2160E+02 3.947 68 67 .1800E 02 l
" NODE s 68( 2): P= 39.2581 T= 100.0000 Ds 61.9192 oM= .0000 QMHz .0000 QVs .00 Us .0000 TEs .0000 VOL= 1.0025 CS=4882.6110 VP= .0000 NCES INFORMATION : BRANCH No. MASSFLOW RATE VELOCITY T0-FROM XK 71 .2160E+02 3.947 68 67 .1800E-02 72 .2161E+02 3.947 69 68 4067E+00
** NODES 69( 2): P= 39.2158 T= 100.0000 D= 61.9192 QM= .0000 QMH= .0000 QV= .00 Us .0000 TE 0000 VOL= 1.0025 CS=4882.6090 VP= .0000 :
NCES INFORMATION : BRANCH NO. MAS $ FLOW RATE VELOCITY T0 FROM XK l 72 .2161E+02 3.947 69 68 .4067E+00 i 73 .2160E+02 3.947 70 69 .4067E+00 >
*= NODES 70( 2): P= 39.1735 T= 100.0000 D= 61.9192 QM= .0000 oMH= .0000 QV= .00 U= .0000 TE= .0000 7 VOL= 1.0025 CS=4882.6070 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY TD-FROM XK .
73 .2160E+02 3.947 70 69 .4067E+00 74 .2161E+02 3.947 71 70 .4067E+00 "N 00 E = 71( 2): Ps 39.1312 T= 100.0000 0 61.9192 QMs .D000 QMH= .0000 ov= .00 Us .0000 TE: .0000 VOL= 1.0025 CS=4882.6040 VP= .0000 NCES INFORMATION . BRANCH NO. MASSFLOW RATE VELOCITY TD-FROM XK 74 .2161E+02 3.947 71 70 4067E+00 l 75 .2160E+02 3.947 72 71 4067E+00 l
" OCE= 72( 2): P= 39.0889 T= 100.0C00 0 61.9192 QM= .0000 i Ouw= .0000 ovs .00 U= .0000 TE: .0000 l VOL= 1.0025 CS=4882.6C20 VP= .0000 l NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY To-FROM XK l
s 75 .2160E+02 3.947 72 71 .I067E+00 '
) 76 .2160E+02 3.947 73 72 916CE+00 j
" OCE= 73( 3): P= 38.9936 T= 100,0000 D 61.9192 QM= .0000 1 Cus= .0000 ovs .00 Us .0000 TE= .0000 i Page 6
l 4 Cciculation M96-0007, MUT/BWST Hytran Analysis Attachment 16 ) i I i l VOL= 1.2080 CS=4882.5970 VP= .0000 ) i NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY To FROM XK l t' 66 .1571E+01 .127 73 63 .1251E+03 76 .2160E+02 3.947 73 72 .9160E+00 , 77 .2318E+02 1.866 74 73 .3531E+01 l
"N00E = 74( 2): P= 38.9115 T= 100.0000 D 61.9192 QMs .0000 ;
3MH= .0000 QV= .00 U= .0000 TEs .0000 VOL= 1.2080 CS=4882.5920 VP= .0000 ; j NCES INFORMATION : 8 RANCH NO. MASSFLOW RATE VELOCITY TO FROM XK ' l 77 .2318E+02 l.866 74 73 .3531E+01 1 78 .2318E+02 1.866 75 74 .1800E 02 I " NODE = 75( 2): P= 42.0333 T= 100.0000 D= 61.9192 QMs .0000 , QMHz .0000 QV= .00 Us .0000 TEs .0000 < VOL= 1.2080 CS=4882.7670 VP= .0000 l NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY To FROM XK i 78 .2318E+02 1.866 75 74 .1800E-02 ! I 79 .2318E+02 1.866 999 75 .1866E+01
**DODE= 100( 1): Ps 32.1289 Ta 100.0000 D= 61.9192 QM= .0000 QMH= .0000 QVs .00 Um .0000 TE= .0000
( VOL= -1.0000 CS=4882.2120 VP= .0000 l NCES INFORMATION : 8 RANCH NO. MASSFLOW RATE VELOCITY To-FROM XK
** NOD!= 200( 1): P= 32.938b 0.0000 0 61.919 QM=
QMH= .0000 QVs .00 Um .0000 TE= .0000 VOL= -1.0000 CS=4882.2570 VP= .0000 NCES INFORMAfl0N : BRANCH NO. MAS $ FLOW RATE VELOCITY To-FROM XK 67 .2160E+02 3.947 64 200 .4067E+00 l ** NODE = 997( 0): P= 14.7000 T= 100.0000 De 61.9192 QM= .0000 l QMH= .0000 QV= .00 U= 0000 TE= .0000 VOL= -1.0000 CS=4881.2350 VP= .0000 NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY To-FROM XK j
** NODES 999( 1): P= 14.7000 T= 100.0000 D= 61.9192 QM= .0000 ,
QMH= .0000 QVs .00 U= .0000 TE= .0000 l VOL= -1.0000 CS=4881.2350 VP= .0000 ! NCES INFORMATION : BRANCH NO. MASSFLOW RATE VELOCITY To FROM XK
/m\ 79 .2318E+02 1.866 999 75 .1866E+01 l
O **Nor.E= 400( 0): P= QMH= 14.7000 T= 100.0000 D=
.0000 QV= .00 U=
61.9192 QM=
.0000 TE=
.0000
.0000 i
VOL= -1.0000 CS=4881.2350 VP= .0000 NCES INFORMATION : 8 RANCH NO. MASSFLOW RATE VELOCITY To-FROM XK . t n y l l l
.m n 1 y a u :n a y, g a ,n h.:
_ 4: > A-5*t'
.. l l
i l \ l l l (^' . s l i l j Page 7
Calculation M96-0007, MUT/BWST Hytran Analysis Attachment 17 l
.m 100.0992 41.5674 44.9004 .8955 4.2353'******** .0000 (N 200.1032 41.5674 44.9004 .8953 4.2387********** .0023 1 300.1093 41.5674 44.9004 .8951 4 . 2 410 * " * * * " " .0035 400.1154 41.5674 44.9004 .8955 4.2354***"* .0002 i 500.1215 .0006 l 41.5674 44.9004 .8954 4.2362**********
600.2007 41.5674 44.9004 .8952 4.2396********** .0025 700.2762 41.5674 44.9004 .8955 4.2349*'******* .0000 1 800.3518 41.5674 44.9004 .8953 4.2380*'"***** .0020 900.4274 41.5674 44.9004 .8955 4.2349********** .0002 1000.5030 41.5674 44.9004 .8955 4.2354******'** .0005 1100.5780 41.5674 44.9004 .8953 4.2381********** .0019 1200.6540 41.5674 44.9004 .8953 4.2384**"a***** .0020 1300.7300 41.5674 44.9004 .8952 4 . 2 4 01 * * " * * * * * * .0028 1400.8050 41.5674 44.9004 .8955 4 . 2 3 5 4 """ * * * * .0002 1500.8810 41.5674 44.9004 .8955 4.2347********** .0000 1600,9560 41.5674 44.9004 .8955 4.2349*"*"**** .0001 1701.0320 41.5674 44.9004 .8955 4.2347'********* .0002 1801.1070 41.5674 44.9004 .8954 4 . 2 3 7 0 * """" * .0012 1901.1830 41.5674 44.9004 .8955 4.2358**"*""* .0006 2001.2590 41.5674 44.9004 .8954 4.2368*******"* .0010 2101.2990 41.5674 44.9004 .8954 4.2377********** .0019 2201.3970 41.5674 44.9004 .8956 4.2342******"' .0000 2301.4940 41.5674 44.9004 .8955 4.2348'***'*** .0002 2401.5920 41.5674 44.9004 .8953 4.2372********** .0008 2501.6900 41.5674 44.9004 .8955 4.2351********** .0004 . I 2601.7870 41.5674 44.9004 .8956 4 . 2 3 41" * " " * * * .0001 2701.8850 41.5674 44.9004 .8956 4 . 2 3 41 * * " * * * * * * .0000 l 2801.9830 41.5674 44.9004 .8955 4.2353***'*"** .0004 2902.0800 41.5674 44.9004 .8955 4.2345****'**** .0000 3002.1780 41.5674 44.9004 .8955 4.2348********' .0006 3102.2760 41.5674 44.9004 .8956 4 . 2 3 41' " * * * ' * .0000 O 3202.3730 41.5674 44.9004 .8956 4.2339'********* .0001 V 3302.4710 3402.5690 41.5674 41.5674 44.9004 44.9004
.8956
.8956 4.2338*****'"*
4 . 2 3 3 5"* ' * ""
.0001
.0003 1 3502.6660 41.5674 44.9004 .8957 4.2330"**"*"* .0004 3602.7640 a 41.5674 44.9004 .8957 4.2326********** .0006 3702.8620 t41.5674 44.9004 .8957 4.2322"******** .0008 3802.9590 2 41.5674 44.9004 .8957 4 . 2 318 * * * * * * * * " .0010 3903.0570 541.5674 44.9004 .8958 4 . 2 313 """ ' " .0012 4003.1550 2 41.5674 44.9004 .8958 4.2306****"*'* .0015 4103.2520 41.5674 44.9004 .8959 4.2289*****"*" .0023 4203.3500 41.5674 44.9004 .8960 4. 22 8 3 * "" * "' .0026 4303.4470 41.5674 44.9004 .8960 4.2277********** .0028 4403.5450 41.5674 44.9004 .8960 4.2273********** .0030 4503.6430 . 41.5674 44.9004 .8961 4.2270********** .0031 <'
4603.7400 JG41.5674 44.9004 .8961 4.2267********** .0032 4703.8380- -41.5674 44.9004 .8961 4.2265****"**** .0033 4
.44.9004 .8961 4.2262***"***** .0035 0 4 803. 9360r ( 41.5674 4904.0330 y41.5674 i44.9004 .8961 4.2259***"***" .0036 -
5004.1310 a 41.5674 44.9004 .8962 4.2258******'" .0036 5 5104.2290 41.5674 44.9004 .8962 4.2255******'** .0038 l 5204.3260 e 41.5674 44.9004 .8962 4.2254********** .0038 1 5304.4240 41.5674 44.9004 .8962 4.2252***"***** .0039 5404.5210 41.5674 44.9004 .8962 4.2250********** .0040 ! 5504.6190 41.5674 44.9004 .8962 4.2248****'"** .0041 5604.7170 41.5674 44.9004 .8962 4.2247********** .0041 5704.8140 41.5659 44.B989 .9291 3.7594 42.6511 .2176 5504.9120 41 5636 44.8968 .9136 3.9767 149.4191 .1154 5905.0100 41.5621 44.8951 .E971 4.215193790.9900 .0044 6005.1070 41.5595 44.6925 .9545 3.4569 18.6545 .3353 , 6105.2050 41.5577 44.8907 .8955 4.230533856.2400 .0074 l 6205.3030 41.5550 44.8880 .9158 3.9476 121.9945 .1280 O 6305.4000 6405.4980 41.5530 41.5502 44.8860 44.8832
.e966
.9548 4.2225**********
3.4531 18.4615
.0013
.3371 i
Page 1 i
]
Calculation ME0007, MUT/BWST Hytran Analysis Attachm::nt 17 6505.5960 41.5486 44.8816 .8994 4.1824 5017.4760 .0196 6605.6930 41.5459 44.8789 .9332 3.7113 37.0278 .2350 6705.9910 41.5439 44.8769 .9125 3.9929 171.7478 .1076 ; 6805.8890 41.5422 44.8752 .8966 4.2230********** .0013 > 6905.9860 41.5396 44.8726 .9416 3.6213 30.3059 .2621 7006.0840 41.5378 44.8708 .8962 4.221121583.3600 .0093 7106.1820 41.5351 44.8681 .9404 3.6215 27.8434 .2722 7206.2790 41.5331 44.8661 .9091 4.0437 293.6992 .0820 7306.3770 41.5314 44.8644 .8964 4.218215246.8300 .0111 7406.4750 41.5287 44.8617 .9241 3.8424 70.7293 .1695 7506.5720 41.5267 44.8597 .8984 4.1949 8207.6680 .0152 7606.6700 41.5239 44.8569 .9582 3.4086 16.2826 .3588 7706.7680 41.5222 44.8552 .8968 4.215424497.6000 .0088 7806.8650 41.5196 44.8526 .9318 3.7278 38.9592 .2288 ' 7906.9630 41.5175 44.8505 .9119 4.0008 181.1797 .1046 8007.0610 41.5157 44.8487 .8963 4.2256********** .0009 . 8107.1580 41.5131 44.8461 .9267 3.8092 61.2091 .1827 8207.1820 41.5110 44.8440 .9089 4.0306 192.0746 .1010 8307.1890 41.5084 44.8414 .8993 4.1850 6953.3260 .0166 8407.1970 41.5056 44.8386 .9116 4.0065 193.4612 .1013 8507.2050 41.5037 44.8367 .8992 4.1715 1389.6460 .0371 l 8607.2130 41.5010 44.8340 .9187 3.9102 98.2214 .1431 l 8707.2210 41.4984 44.8314 .9332 3.7107 36.7546 .2358 8807.2290 41.4964 44.8294 .9043 4.1159 900.3002 .0466 8907.2360 41.4938 44.8268 .9327 3.7326 44.4158 .2154 9007.2440 41.4918 44.8248 .8982 4.198710585.8700 .0134 t 9107.2520 41.4891 44.8221 .9104 4.0233 226.1958 .0935 9207.2600 41.4873 44.8203 .8960 4.226768256.0100 .0052 9307.2680 41.4845 44.8175 .9207 3.8852 86.6295 .1527 9407.2750 41.4818 44.8148 .9314 3.7325 39.4371 .2273
- 9507.2830 41.4798 44.8128 .8983 4.198614262.6300 .0115 I \ 9607.2910 41.4770 44.8100 .9406 3.6330 31.3719 .2575 k~s/ 9707.2990 41.4750 44.8080 .8980 4.1983 6446.1750 .0172 9807.3070 41.4721 44.8051 .9542 3.4586 18.4901 .3365
'9907.3140 41.4703 44.8033 .8966 4.217820911.7000 .0095 10007.3200 41.4675 44.8005 .9156 3.9518 128.9649 .1245 10107.3300 41.4651 44.7981 .9256 3.8059 51.8535 .1974 10207.3400 41.4630 44.7960 .9019 4.1485 1811.5580 .0327 ;
10307.3500 41.4602 44.7932 .9448 3.5779 26.0157 .2830 10407.3500 41.4579 44.7909 .9286 3.7686 45.1922 .2120 10507.3600 41.4559 44.7889 .8998 4.1769 4083.3460 .0217 10607.3700 41.4532 44.7862 .9226 3.8629 79.5621 .1597 10707.3800 41.4505 44.7835 .9394 3.6369 29.6054 .2640 ' 10807.3800 41.4487 44.7817 .8965 4.219126034.0900 .0085 10907.3900 41.4460 44.7790 .9164 3.9417 121.4817 .1284 11007.4000 41.4434 44.7764 .9301- 3.7501 42.4973 .2189 11107.4100 41.4416 44.7746 .8961' 4.224539781.3600 .0068 11207.4200 41.4389 44.2719 .9067^ 4.0774 432.8500 .0674 . 11307.4200 41.4363 44.7693 .9515 3.4875 19.4561 .3273 11407.4300 41.4346 44.7676 .8993 4.1791 2875.9480 .0258
- 11507.4400 41.4321 44.7651 .9029 4.1326 1158.6440 .0410 11607.4500 41.4296 44.7626 .9289 3.7809 54.0160 .1948 11707.4600 41.4272 44."7602 .9311 3.7393 41.1979 .2225 11807.4600 41.4254 44.7584 .8973 4.207910822.2600 .0132 11907.4700 41.4229 44.7559 .9091 4.04C9 267.2134 .0859 12007.4800 41.4204 44.7534 .9506 3.4977 19.8857 .3236 12107.4900 42.4187 44.7517 .B977 4.203410255.6700 .0136 ,
12207.4900 41.4162 44.7492 .9050 4.1C26 649.7360 .0549 12307.5000 41.4138 44.7468 .9292 3.777'. 53.0123 .1966 12407.5100 41.4113 44.7443 .9395 3.6360 29.6016 .2641 12507.5200 41.4097 44.7427 .B966 4.215916197.0100 .0108 12607.5300 41.4071 44.7401 .9023 4.1426 1485.8310 .0362 12707.5300 41.4047 44.7377 .9199 3.8994 97.8091 .2437 12E:7.5400 41.4022 44.7352 9470 3.5433 22.5929 .3034 Page 2
Calculation M96-0007, M.UT/BWST Hytran Analysis Attachment 17 12907.5500 41.4005 44.7335 .8983 4.1934 4814.9920 .0199 9 13007.5600 13107.5600 13207.5700 41.3980 41.3957 41.3933 44.7310 44.7287 44.7263
.9030
.9208
.9461 4.1310 1124.3680 3.8870 3.5540 90.2351 23.2442
.0416
.1497
.2989 13307.5800 41.3913 44.7243 .9083 4.0398 211.2471 .C963 13407.5900 41.3891 44.7221 .8987 4.1909 6742.6370 .0168 13507.6000 41.3868 44.7198 .9085 4.0489 286.6282 .0829 13607.6000 41.3843 44.7173 .9392 3.6483 32.5147 .2525 13707.6100 41.3820 44.7150 .9280 3.7782 47.6452 .2065 13807.6200 41.3804 44.7134 .8969 4.213516723.1500 .0106 13907.6300 41.3779 44.7109 .9086 4.0476 287.0361 .0829 14007.6300 41.3755 44.7085 .9333 3.7253 43.3526 .2181 14107.6400 41.3732 44.7062 .9384 3.6508 31.1825 .2572 14207.6500 41.3716 44.7046 .9044 4.0954 375.8213 .0719 14307.6600 41.3694 44.7024 .8975 4.206413729.7300 .0117 14407.6700 41.3669 44.6999 .9076 4.0634 347.0377 .0753 14507.6700 41.3646 44.6976 .9258 3.8216 65.2264 .1769 14607.6800 41.3621 44.6951 .9466 3.5506 23.4374 .2980 14707.6900 41.3599 44.6929 .9282 3.7770 47.9314 .2060 14807.7000 41.3582 44.6912 .8970 4.211012031.1200 .0125 14907.7100 41.3558 44.6888 .8982 4.1981 9470.8650 .0142 15007.7100 41.3535 44.6865 .9061 4.0858 482.1273 .0638 15107.7200 41.3512 44.6842 .9113 4.0105 200.9873 .0993 15207.7300 41.3489 44.6819 .9261 3.8194 64.8725 .1774 15307.7400 41.3466 44.6796 .9443 3.5802 25.5842 .2850 15407.7400 41.3441 44.6771 .9247 3.8377 70.9950 .1694 15507.7500 41.3416 44.6746 .8994 4.1836 5756.1540 .0182 15607.7600 41.3384 44.6714 .9349 3.6941 35.9811 .2390 15707.7700 41.3359 44.6689 .9095 4.0357 253.7747 .0882 15807.7800 41.3331 44.6661 .9105 4.0072 156.4160 .1121 15907.7800 41.3301 44.6631 .9282 3.7911 57.0472 .1895 9 16007.7900 16107.8000 16207.8100 41.3277 41.3244 41.3220 44.6607 44.6574 44.6550
.8978
.9399
.8986 4.1987 5646.3530 3.6383 31.2074 4.1933 9326.0140
.0184
.2578
.0143 16307.8100 41.3188 44.6518 .9432 3.5938 26.7321 .2787 16407.8200 41.3165 44.6495 .8977 4.204113584.0100 .0118 16507.8300 41.3132 44.6462 .9376 3.6687 34.6945 .2442 16607.8400 41.3109 44.6439 .9030 4.1164 500.2005 .0622 16707.8500 41.3078 44.6409 .9159 3.9523 135.9617 .1214 16807.8500 41.3048 44.6378 .9188 3.8997 84.6768 .1538 16907.8600 41.3022 44.6352 .9053 4.0937 484.7575 .0635 17007.8700 41.2991 44.6321 .9412 3.6134 27.4501 .2744 17107.8800 41.2967 44.6297 .8997 4.1751 2821.5880 .0261 17207.8800 41.2938 44.6268 .9103 4.0272 243.9587 .0901 17307.8900 41.2907 44.6237 .9378 3.6572 31.6812 .2550 17407.9000 41.2883 44.6213 .9030 4.1202 609.3475 .0564 17507.9100 41.2855 44.6185 .9069 4.0717 374.5593 .0724 17607.9200 41.2824 44.6154 .9390 13.6464 31.3833 .2567 17707.9200 41.2799 44.6129 .9109 4.0028 155.1914 .1126 17807.9300 41.2771 44.6101 .9028 -4.1282 812.8651 .0489 17907.9400 41.2743 44.6073 .9177 3.9313 122.3604 .1283 18007.9500 41.2714 44.6044 .9367 3.6720 33.3664 .2484 18107.9600 41.2687 44.6017 .9200 3.8833 77.3545 .1611 18207.9600 41.2664 44.5994 .9012 4.1551 1733.567D .0334 18307.9700 41.2636 44.5966 .9042 4.1090 596.9919 .0571 IE407.9800 41.2609 44.5939 .9154 3.9611 149.6646 .1159 1E507.9900 41.2500 44.5910 .9363 3.601E 35.5176 .2410 16607.9900 41.2554 44.5EE4 .9341 3.7063 3E.CEE6 .2323 15700.0000 41.2527 44.5E57 .9241 3.E346 63.7712 .17E2 15E09.0100 41.2503 44.5533 .9106 4.0091 166.3251 .1055
~
18909.0200 41.2479 44.5E09 .9012 4.1551 1725.140: .0335
, 19008.0300 41.2453 44.5753 .9037 4.1162 672.9125 .0536 4
19105.0300 41.2427 44.5757 .9066 4.0470 29E.0113 .:E14 19209.0400 41.2401 44.5731 .91EE 3.9190 111. 3EE . 342 Page 3
l Calculation M96-0007, MUT/BWST Hytrao Analysis Attachment 17 i
'9308.0500 41.2374 44.5704 .9254 3.8283 67.5187 .1738 O 408,0600
?508.0600 19608.0700 41.2348 41.2323 41.2298 44.5678 44.5653 44.5628
.9325-
.9337
.9341 3.7318 3.7152 3.7086 43.0792 40.1309 39.0035
.2184
.2264
.2297 1 19708.0800 41.2273 44.5603 .9339 3.7112 39.3889 .2285 19808.0900 41.2247 44.5577 ,9335 3.7168 40.3227 .2258 19908.1000 41.2222 44.5552 .9317 3.7421 44.7875 .2141 20008.1000 41.2197 44.5527 .9276 3.7971 57.3766 .1888 !
20108.1100 41.2171 44.5501 .9232 3.8553 76.9269 .1625 20208.1200 41.2146 44.5476 .9184 3.9190 11C.7451 .1349 i 20308.1300 41.2120 44.5450 .9114 4.0125 217.9296 .0955 . 20408.1300 41.2094 44.5424 .9061 4.0842- 454.7177 .0657 ! 20508.1400 41.2067 44.5397 .9028 4.1298 912. .'5f 0 .0461 , 20608.1500 41.2042 44.5372 .9019 4.1440 1260.5: 10 .0392 20708.1600 41.2016 44.5346 .9020 4.1419 1178.95C0 .0405 20808.1700 41.1991 44.5321 .9035 4.1164 619.1127 .0560 I 20908.1700 41.1965 44.5295 .9072 4.0586 267.6370 .0855 ! 21008.1800 41.1939 44.5269 .9073 4.0560- 259.6144 .0868 21108.1900 41,1914 44.5244 .9028 4.1296 887.8198 .0468 l 21208.2000 41.1888 44.5218 .9055 4.0946 547.3752 .0598 21308.2100 41.1861 44.5191 .9131 3.9884 175.1041 .1067 l 21408.2100 41.1833 -44.5163 .9283 3.7866 54.5261 .1937 21508.2200 41.1806 44.5136 .9262 3.8087 57.3023 .1884 > 21608.2300 41.1782 44.5112 .9031 4.1204 635.3221 .0553 l 21708.2400 41.1754 44.5084 .9151 3.9600 139.0572 .1199 21808.2400 41.1726 44.5056 .9318 3.7378 43.2037 .2178
.0006 I 21908.2500 41.1704 44.5034 .9063 4.0701 300.3181 22008.2600 41.1677 44.5007 .9159 3.9498 129.3337 .1244 22108.2700 41.1651 44.4981 .9313 3.7427 43.7245 .2164 22208.2800 41.1630 44.4960 .9038 4.1080 503.0684 .0621 l 22308.2800 41.1602 44.4932 .9172 3.9316 113.2820 .1331 1 22408.2900 41.1577 44.4907 .9303 3.7574 46.7995 .2091 22508.3000 41.1554 44.4884 .9091 4.0326 211.6702 .0964 22608.3100 41.1529 44-.4859 .9147 3.9679 150.9788 .1151 22708.3100 41.1503 44.4833 .9294 3.7723 50.9448 .2005 22808.3200 41.1481 44.4811 .9082 4.0447 236.1776 .0911 22908.3300 41.1456 44.4786 .9142 3.9748 160.2206 .1117 23008.3400 41.1431 44.4761 .9228 3.8582 75.4559 .1639 23108.3500 41.1407 44.4737 .9240 3.8371 65.3149 .1762 23208.3500 41.1384 44.4714 .9256 3.8174 60.2391 .1837 23308.3600 41.1362 44.4692 .9231 3.8487 68.9678 .1713 23408.3700 41.1340 44.4670 .9243 3.8350 65.1368 .1765 23508.3800 41.1318 44.4648 .9253 3.8277 66.3125 .1753 I
23608.3800 41.1296 44.4626 .9215 3.8778 85.9888 .1535 23708.3900 41.1276 44.4606 .9239 3.8448 71.2944 .1688 23808.4000 41.1256 44.4586 .9056 4.0922 516.2161 .0616 i , 23908.4100 41.1233 44.4563 .9181 3.9190 104'.4471 .1387 f C2' 24008 6200 41.1213 44.4543 .9055 4.0938 52773242 .0609
-24108.4200 41.1189 44.4519 .9227 3.8600 77.3190 .1620 24208.4300 41.1165 44.4495 .9221 3.8652 77.2247 .1619 ,
24308.4400 41.1144 44.4474 .9060 4.0780 349.7183 .0747 ! 24408.4500 41.1119 44.4449 .9229 3.8581 76.4343 .1629 24508.4600 41.1094 44.4424 .9198 3.8939 88.5012 .1509 24608.4600 41.1071 44.4401 .9157 3.9550 139.4454 .1199 24708.4700 41.1046 44.4376 .9136 3.9756 144.8571 .1172 , L 24808.4800 41.1023 44.4353 .9211 3.8815 86.2488 .1531 i 24908.4900 41.0997 44.4327 .9186 3.9114 99.4233 .1422 i 2500B.4900 41.0973 44.4303 .9211 3.8783 82.4428 .1565 2510B.5000 4;.0948 44.4278 .9210 3.5771 79.9274 .1589 25208.5100 41.0924 44.4254 .9176 3.9248 107.7001 .1365 25308.5200 41.0899 44.4229 .9211 3.8748 78.3959 .1604 25400.5300 41.0876 44.4206 .9188 3.9106 100.6481 .1414 j
$ 25508.5300 41.0849 44.4179 .3185 3.9129 100.4329 .1415 25606.5400 4;.0822 44.4152 .9178 3.9221 106.4760 .1374 Page 4 l i I. - - . - . _ _ _ _ _ __ __ _ _ _. !
Calculation M96-0007, MUT/BWST Hytran Analysis Attachment 17 n- 25708.5500 41.0795 44.4125 .9182 3.9176 103.9060 .1391 f 1 25808.5600 41.0765 44.4095 .9146 3.9662 143.8950 .1178
\m / 25908.5600 41.0734 44.4064 .9173 3.9290 110.9956 .1345 26008.5700 41.0700 44.4030 .9171 3.9322 113.2446 .1331 26108.5800 41.0666 44.3996 .9169 3.9348 115.2279 .1319 26208.5900 41.0633 44.3963 .9167 3.9370 116.9374 .1309 26308.6000 41.0602 44.3932 .9166 3.9389 118.2905 .1302 26408.6000 41.0570 44.3900 .9165 3.9403 119.5147 .1295 26508.6100 41.0539 44.3869 .9164 3.9416 120.5294 .1289 26608.6200 41.0508 44.3839 .9163 3.9426 121.3761 .1285 26708.6300 41.0478 44.3808 .9163 3.9435 122.0946 .1281 26808.6300 41.0449 44.3779 .9162 3.9442 122.6363 .1278 26908.6400 41.0419 44.3749 .9162 3.9447 123.1377 .1275 27008.6500- 41.0390 44.3720 .9161 3.9452 123.5323 .1273 27108.6600 41.0361 44.3691 .9161 3.9456 123.8828 .1271 .
27208.6700 41.0332 44.3662 .9161 3.9460 124.1486 1270 l 27308.6700 41.0304 4s.3634 .9161 3.9462 124.3047 .1269 l 27408.6800 41.0275 44.3605 .9160 3.9464 124.4990 .1268 ! 27508.6900 41.0247 44.3577 .9160 3.9466 124.6601 .1267 27608.7000 41.0218 44.3548 .9160 3.9468 124.7947 .1267 1 27708.7100 41.0190 44.3520 .9160 3.9469 124.9439 .1266 l 27808.7100 41.0162 44.3492 .9160 3.9470 124.9886 .1266 ' 27908.7200 41.0134 44.3464 .9160 3.9470 124.9722 ,1266 i 28008.7300 41.0106 44.3436 .9160 3.9470 125.0130 .1265 l 28108.7400 41.0077 44.3407 .9160 3.9471 125.0984 .1265 28208.7400 41.0049 44.3379 .9160 3.9471 125.0662 .1265 3 28308.7500 41.0021 44.3351 .9160 3.9471 125.0599 .1265 I 28408.7600 40.9993 44.3323 .9160 3.9471 125.1182 .1265 28508.7700 40.9965 44.3295 .9160 3.9471 125.1030 .1265 j 28608.7800 40.9938 44.3268 9160- 3.9471 125.0853 .1265 28708.7800 40.9910 44.3240 .9160 3.9471 125.0956 .1265 [ T 28808.7900 40.9882 44.3212 .9160 3.9471 125.1008 .1265 L(,,/ 28908.8000 40.9854 44.3184 .9160 3.9471 125.0812 .1265 t
+
1
~
.m - .
j O Page 5
---- ----- .. - - - - .- - -~-.- - --- .. ---
, Calculation M96-0007, MUT/BWST Hytran Analysis Attachmsnt 18 l 100.09'2 34.2444 4.2381 5.9173 4.4808 31.7000 265.0116 40.1551 i 200.1032 34.2209 4.2356 5.8627 4.4262 31.7000 262.3083 40.1294 s l 300.1L93 34.1975 4.2364 5.8081 4.3717 31.7000 259.6092 40.1050 ' l 400.1104 34.1740 4.2380 5.7535- 4.3170 31.7000 256.9069 40.0854 l 500.121S 34.1505 4.2392 5.6990 4.2625 31.7000 254.2083 40.0598 i 600 2007 34.1271 4.2382 5.6444 4.2079 31.7000 251.5082 40.0350 L 700.2762. 34.1036 4.2369 5.5898 4.1533 31.7000 248.8066 40.0142 800.3518 34.0801 4.2361 5.5353 4.0988 31.7000 246.1080 39.9906 i 900.4274 34.0567 4.2347 5.4807 4.0443 31.7000 243.4100 39.9670 L-1000.5030 34.0333 4.2355 5.4262 3.9898 31.7000 240.7132 39.9432 1100.5780 34.0098 4.2361 5.3718 3.9353 31.7000 238.0181 39.9185 1200.6540 33.9864 4.2368 5.3173 3.8809 31.7000 235.3235 39.8941 1300.7300 33.9630 4.2375 5.2623 3.8265 31.7000 232.6312 39.8713 1400.8050 33.9396 4.2377 5.2065 3.7721 31.7000 229.9394 39.8494 1500.8810 33.9162 4.2361 5.1541 3.7176 31.7000 227.2467 39.8269 1600.9560 33.8929 4.2364 5.0998 3.6633 31.7000 224.5571 39.8029 1701 0320 33.8695 4.2353 5.0454 3.6089 31.7000 221.8677 39.7798 1801.1070 33.8461 4.2371 4.9911 3.5546 31.7000 219.1798 39.7552 l 1901.1830 33.8228 4.2351 4.9368 3.5003 31.7000 216.4914 39.7339 2001.2590 33.7994 4.2348 4.8825 3.4460 31.7000 213.8059 39.7100 2101.2990 33.7761 4.2354 4.8283 3.3918 31.7000 211.1248 39.6864 2201.3970 33.7529 4.2346 4.7741 3.3377 31.7000 208.4449- 39.6630 , 2301.4940 33.7295 4.2343 4.7199 3.2835 31.7000 205.7630 39.6409 , 2401.5920 33.7063 4.2343 4.6658 3.2294 31.7000 203.0849 39.6169 1 2501.6900 33.6830 4.2344 4.6118 3.1753 31.7000 200.4103 39.5932 l 2601.7870 33.6598 4.2344 4.5578 3.1213 31.7000 197.7376 39.5704 - 2701.8850 33.5366 4.2339 4.5038 3.0673 31.7000 195.0669 39.5474 ' 2801.9830 33.6134 4.2341 4.4498 3.0134 31.7000 192.3966 39.5239 2902.0800 33.5902 4.2341 4.3959 2.9594 31.7000 189.7263 39.5009 l 3002.1780 33.5670 4.2337 4.3419 2.9054 31.7000 187.0560 39.4778 ! 3102.2760 33.5438 4.2336 4.2879 2.8515 31.7000 184.3857 39.4548 !
/ 3202.3730 33.5206 4.2334 4.2340 2.7975 31.7000 181.7155 39.4317 l 3302.4710 33.4974 4.2332 4.1800 2.7435 31.7000 179.0452 39.4086 !
3402.5690' 33.4742 4.2329 4.1263 2.6897 '31.7000 176.3795 39.3856 l 3502.6660 33.4511 4.2325 4.0725 2.6360 31.7000 173.7244 39.3627 ! 3602.7640 33.4281 4.2320 4.0188 2.5824 31.7000 171.0694 39.3399 r 3702.8620 33.4050 4.2317 3.9652 2.5287 31.7000 168.4144 39.3170 ' 3802.9590 33.3819 4.2314 3 9115 2.4751 31.7000 165.7600 39.2941 3903.0570 33.3590 4.2308 3.8582 2.4217 31.7000 163.1193 39.2715 4003.1550 33.3360 4.2300 3.8048 2.3684 31.7000 160.4795 39.2489 *
'4103.2520 33.3132 4.2283 3.7517 2.3152 31.7000 157.8500 39.2269 4203.3500 33.2904 4.2277 3.6987 2.2623 31.7000 155.2304 39.2045 ,
4303.4470 33.2678 4.2272 3.6460 2.2095 31.7000 152.6211 39.1821 9 4403.5450 33.2451 4.2268 3.5933 2.1568 31.7000 150.0119 39.1597 ! 4503.6430 33.2224 4.2264 3.5405 2.1041 31.7000 147.4026 39.1372 l 4603.7400- .33.1997 4.2261 3.4878 2.0514 31.7000 144.7934 39.1146 i 4703.8380 33.1772 4.2260 3.4353 1.9989 31.7000 142.1956 39.0922 4803.93605 i33'.1546 4.2256 3.3829 1.9464 31.7000 139.6016 39.0698 ~ 4904.0330 33.1321 4.2254 3.3305 1.8940 31.7000 137.0076 39.0473 5004.1310 33.1095 4.2252 3.2781 1.0416 31.7000 134.4136 39.0249 5104.2290 33.0870 4.2250 3.2256 1.7892 31.7000 131.8196 39.0025 l 5204.3260 ' 33.0645 4.2248 3.1732 1.7367 31.7000 129.2256 38.9800 1 5304.4240 -33.0420 4.2247 3.1209 1.6844 31.7000 126.6355 38.9576 2 5404.5210 33.0195 4.2244 3.0686 1.6321 31.7000 124.C491 38.9352 5504.6190 32.9970 4.2243 3.0163 1.5799 31.7000 121.4627 36.9128 5604.7170 32.9745 4.2241 2.9641 1.5276 31.7000 118.8764 3B.8905 5704.8140 32.9615 3.8769 2.9337 1.4972 31.7000 117.3722 39.2572 5804.9120 32.9656 3.9998 2.9433 1.5069 31.7000 117.8512 38.9717 5905.0100 32.9629 4.1838 2.9370 1.5006 31.7000 117.5393 38.8811 6005.1070 32.9643 3.3484 2.9402 1.5037 31.7000 117.6938 39.2190 6105.2050 32.9636 4.2749 2.9387 1.5022 31.7000 117.6206 38.8650 i 6205.3030 32.9654 3.9664 2.9428 1.5063 31.7000 117.8243 38.9135 l 6305.4000 32.9629 4.1942 2.9370 1.5C05 31.7000 117.5367 38.8673 l (405.4980 32.9643 3.3457 2.9402 1 5038 31.7000 117.6973 39.2259 Page 1
Calculation M96-0007, MUT/BWST Hytran Andysis - Attachrnant 18 6505.5960 32.9651 4.1537 2.9420 1.5056 31.7000 117.7860 38.8529 6605.6930 32.9615 3.7786 2.9338 1.4974 31.7000 117.3808 39.2887 . 6705.7910 32.9656 4.0101 2.9432 1.5068 31.7000 117.8453 38.9935 l 6805.8890 32.9627 4.1941 2.9365 1.5000 31.7000 117.5125 38.8649 6905.9860 32.9650 3.5052 2.9418 1.5054 31.7000 117.7769 39.0636 7006.0840 32.9643 4.2484 2.9403 1.5038 31.7000 117.6993 38.8580 7106.1820 32.9616 3.6522 2.9341 1.4976 31.7000 117.3920 39.3194 7206.2790 32.9654 4.0253 2.9427 1.5063 33.7000 117.8211 38.9759 7306.3770 32.9621 4.2421 2.9352 1.4988 31.7000 117.4498 38.8508 . 7406.4750 32.9653 3.8001 2.9427 1.5062 31.7000 117.8181 38.9443 7506.5720 32.9632 .4.1787 2.9376 1.5012 31.7000 117.5682 38 9185 7606.6700 32.9637 3.3333 2.9390 1.5025 31 7000 117.6351 39.2742 7706.7680 32.9646 4.2184 2.9409 1.5044 31.7000 117.7293 38.8385 [ 7806.8650 32.9614 3.8104 2.9336 1.4971 31.7000 117.3681 39.2800 7906.9630 32.9655 4.0230 2.9431 1.5066 31.7000 117.8378 38.9801 8007.0610 32.9625 4.2021 2.9361 1.4997 31.7000 117.4933 38.8611 8107.1580 32.9652 3.7471 2.9423 1.5058 31.7000 117.7983 38.9528 8207.1820 32.9619 4.1544 2.9348 1.4983 31.7000 117.42fi 38.9962 i 8307.1890 32.9641 4.1418 2.9397 1.5032 31.7000 117.67(5 38.8702 i 8407.1970 32.9652 4.0179 2.9423 1.5058 31.7000 117.7981 38.9727 < 8507.2050 32.9621 4.2409 2.9350 1.4986 31.7000 117.4404 38.8682 8607.2130 32.9655 3.9132 2.9432 1.5067 31.7000 117.8427 38.9419 8707.2210 32.9617 3.7873 2.9342 1.4977 31.7000 117.3981 39.2786 8807.2290 32.9645 4.0643 2.9408 1.5043 31.7000 117.7231 38.9330 8907.2360 32.9649 3.6540 2.9416 1.5051 31.7000 117.7632 39.0238 9007.2440 32.9630 4.1814 2.9372 1.5007 31.7000 117.5462 38.9122 9107.2520 32.9652 4.0322 2.9423 1.5058 31.7000 117.7990 38.9698 9207.2600 32.9622 4.2367 2.9353 1.4989 31.7000 117.4538 38.8516 9307.2680 32.9655 3.8701 2.9431 1.5066 31.7000 117.8390 38.9426 9407.2750 32.9617 3.8207 2.9342 1.4977 31.7000 117.3979 39.2588 i 9507.2830 32.9641 4.1639 2.9398 1.5033 31.7000 117.6760 38.8597 O 9607.2910 9707.2990 9807.3070 32.9647 32.9632 32.9637 3.5260 4.2110 3.3800 2.9411 2.9377 2.9390 1.5047 1.5012 1.5025 31.7000 31.7000 31.7000 117.7422 117.5716 117.6345 39.0746 38.9150 39.2419 9907.3140 32.9642 4.2351 2.9400 1.5035 31.7000 117.6850 38.8511 10007.3200 32.9652 3.9534 2.9424 1.5059 31.7000 117.8031 38.9444 10107.3300 32.9616 3.9250 2.9339 1.4975 31.7000 117.3863 39.2090 10207.3400 32.9644 4.1028 2.9405 1.5041 31.7000 117.7117 38.8932 10307.3500 32.9641 3.4910 2.9397 1.5033 31.7000 117.6734 39.1453 10407.3500 32.9615 3.8620 2.9338 1.4973 31.7000 117.3790 39.2464 10507.3600 32.9643 4.1457 2.9404 1.5039 31.7000 117.7046 38.8689 l 10607.3700 32.9648 3.8129 2.9415 1.5050 31.7000 117.7599 38.9566 10707.3800 32.9619 3.6495 2.9346 1.4981 31.7000 117.4188 39.2983 10807.3800 32.9637 4.2322 2.9388 1.5023 31.7000 117.6250 38.8532 1 10907.3900 .32.9651 3.9355 2.9422 1.5058 31.7000 117.7956 38.9371 11007.4000 32.9616 3.8284 2.9341 1.4976 31.7000 117.3927 39.2487 11107.4100 32.9631 4.2438 2.9376 1.5011 31.7000 117.5655 38.8607 11207.4200 32.9648 4.0604 2.9413 1.5049 31.7000 117.7520 38.9491 I 11307.4200 32.9632 3.4629 2.9377 1.5013 31.7000 117.5744 39.2513 1 11407.4300 32.9623 4.1866 2.9355 1.4991 31.7000 117.4651 38.9109 l 11507.4400 32.9644 4.0979 2.9404 1.5040 31.7000 117.7080 38.9123 11607.4500 32.9647 3.7138 2.9413 1.5049 31.7000 117.7508 39.0066 11707.4600 32.9616 3.8049 2.9341 1.4976 31.7000 117.3917 39.2548 11807.4600 32.9628 4.2219 2.9369 1.5004 31.7000 117.5321 38.8955 11907.4700 32.9648 4.0508 2.9414 1.5049 31.7000 117.7534 38.9507 12007.4800 32.9629 3.4856 2.9370 1.5006 31.7000 117.5387 39.2577 12107.4900 32.9624 4.2031 2.9358 1.4993 31.7000 117.4771 38.9037 12207.4900 32.9644 4.0737 2.9405 1.5041 31.7000 117.7127 38.9386 12307.5000 32.9647 3.7116 2.9412 1.5048 31.7C00 117.7457 39.0094 12407.5100 32.9618 3.6437 2.9345 1.4981 31.7000 117.4141 39.2871 12507.5200 32.9626 4.2383 2.9363 1.4998 31.7000 117.5019 38.8874 ; /\ 12607.5300 32.9642 4.1043 2.9400 1.5036 31.7000 117.6878 38.9024 ! (j 12707.5300 32.9646 3.8519 2.9409 1.5045 1.4995 31.7000 31.7000 117.7321 117.4835 3B.9432 39.2589 l 12807.5400 32.9624 3.5266 2.9359 Page 2
Calculation M96-0007, MUT/BWST Hytran Analysis Attachmnnt 18
'l i
f-s 12907.5500 32.9623 4.2058 2.9355 1.4991 31.7000 117.4636 38.9094 l i a 13007.5600 32.9642 4.0955 2.9400 1.5035 31.7000 117.6861 38.9151 ( \- / 13107.5600 32.9648 3.8456 2.9415 1.5051 31.7000 117.7610 38.9584 l 13207.5700 32.9623 3.5408 2.9357 1.4992 31.7000 117.4716 39.2602 , 13307.5800 32.9618 4.1529 2.9345 1.4991 31.7000 117.4155 38.9898 l 13407.5900 32.9636 4.1714 2.9387 1.5022 31.7000 117.6207 38.8696 13507.6000 32.9644 4.0625 2.9405 1.5041 31.7000 117.7127 38.9191 13607.6000 32.9641 3.5684 2.9398 1.5033 31.7000 117.6758 39.1107 13707.6100 32.9616 3-.8570 2.9339 1.4974 31.7000 117.3836 39.2255 13807.6200 32.9632 4.2247 2.9376 1.5012 31.7000 117.5679 38.8644 13907.6300 32.9645 4.0551 2.9408 1.5043 31.7000 117.7254 38.9480 14007.6300 32.9643 3.6421 2.9403 1.5038 31.7000 117.6986 39.0542 14107.6400 32.9618 3.6533 2.9345 1.4981 31.7000 117.4145 39.2605 14207.6500 32.9618 4.2014 2.9345 1.4980 31.7000 117.4136 38.9582 14307.6600 32.9633 4.2019 2.9380 1.5015 31.7000 117.5862 38.8583 14407.6700 32.9643 4.0650 2.9403 1.5038 31.7000 117.6983 38.9515 14507.6700 32.9644 3.7565 2.9406 1.5041 31.7000 117.7134 38.9839 14607.6800 32.9631 3.5040 2.9376 1.5011 31.7000 117.5651 39.2098 14707.6900 32.9615 3.8385 2.9338 1.4973 31.7000 117.3771 39.2332 14807.7000 32.9624 4.2300 2.9358 1.4993 31.7000 117.4761 38.8921 14907.7100 32.9633 4.1828 2.9380 1.5015 31.7000 117.5848 38.8605 15007.7100 32.9640 4.0706 2.9397 1.5032 31.7000 117.6692 38.9467 15107.7200 32.9643 4.0189 2.9402 1.5038 31.7000 117.6978 38.9359 15207.7300 32.9642 3.7487 2.9401 1.5036 31.7000 117.6906 39.0000 15307.7f00 32.9631 3.5343 2.9376 1.5011 31.7000 117.5648 39.1834 15407.7400 32.9638 3.7696 2.9391 1.5027 31.7000 117.6432 38.9640 15507.7500 32.9628 4.1496 2.9367 1.5002 31.7000 117.5212 38.8814 15607.7600 32.9615 3.7072 2.9338 1.4974 31.7000 117.3810 39.2338 15707.7700 32.9637 4.0441 2.9388 1.5024 31.7000 117.6285 38.9098 15807.7800 32.9615 4.1472 2.9338 1.4974 31.7000 117.3794 39.0536 15907.7800 32.9636 3.7143 2.9385 1.5021 31.7000 117.6138 39.0019 7s ) 16007.7900 32.9622 4.2176 2.9354 1.4989 31.7000 117.4574 38.8536 Ns ,,/ 16107.8000 32.9630 3.5701 2.9373 1.5009 31.7000 117.5534 39.1146 16207.8100 32.9625 4.1622 2.9362 1.4997 31.7000 117.4959 38.8721 16307.8100 32.9628 3.0439 2.9367 1.5002 31.7000 117.5215 39.1799 16407.8200 32.9623 4.19C4 2.9357 1.4993 31.7000 117.4741 38.8559 16507.8300 32.9631 3.5989 2.9375 1.5010 31.7000 117.5610 39.0948 16607.8400 32.9620 4.2132 2.9348 1.4984 31.7000 117.4300 38.9020 16707.8500 32.9636 3.9200 2.9386 1.5022 31.7000 117.6187 38.9183 16807.8500 32.9614 3.9830 2.9336 1.4972 31.7000 117.3710 39.1464 16907.8600 32.9633 4.1098 2.9380 1.5015 31.7000 117.5854 38.9087 17007.8700 32.9622 3.6265 2.9353 1.4988 31.7000 117.4519 39.2212 17107.8800 32.9623 4.1725 2.9356 1.4991 31.7000 117.4676 38.8767 17207.8800 32.9636 4.0135 2.9387 1.5022 31.7000 117.6199 38.8931 17307.8900 32.9620 3.6681 2.9350 1.4985 31.7000 117.4366 39.1998 ) 17407.9000 32.9621 4.1735 2.9352 1.4988 31.7000 117.4498 38.9021 j 17507.9100 32.9634 4.0794 2.9382 1.5018 31.7000 117.5982 38.8925 ; 17607.9200 32.9627 3.6134 2.9367 1.5002 31.7000 117.5204 39.1694 l 17707.9200 32.9617 4.1262 2.9341 1.4977 31.7000 117.3953 39.0382 , 17807.9300 32.9630 4.1493 2.9372 1.5007 31.7000 117.5450 38.9105 ! 17907.9400 32.9634 3.8680 2.9382 1.5018 31.7000 117.5987 38.9255 18007.9500 32.9621 3.6810 2.9351 1.4987 31.7000 117.4449 39.1851 18107.9600 32.9617 3.9692 2.9342 1.4977 31.7000 117.3980 39.1415 18207.9600 32.9624 4.1393 2.9358 1.4993 31.7000 117.4777 38.9089 18307.9700 32.9632 4.1281 2.9376 1.5011 31.7000 117.5667 38.8959 18407.9800 32.9635 3.9062 2.9384 1.5019 31.7:00 117.6C53 38.9185 15507.9900 32.9627 3.6461 2.9367 1.5002 31.':CC "17.5203 39.1434 18607.9900 32.9622 3.7011 2.0353 1.4998 31.7 00 117.4521 39.1625 q 18708.0000 32.9617 3.8660 1.9343 1.4978 31.':00 117.4022 39.1709 19808.0100 32.9619 4.1176 2.9347 1.4962 31.7;00 117.4237 39.0061 l 18908.0200 32.9624 4.1419 2.9359 1.4994 31.7000 117.4815 35.9171
/~' 19006.0300 32.9630 4.1341 2.9372 1.5C08 31.7000 .17.5490 38.9177 0 2.9360 1.5C15 31.700C .17.5645 38.5989 l
( )N 19108.0300 19206.0400 32.9633 32.9633 4.0355 3.8616 2.9390 1.5015 31.~:0C 117.5s44 36.9493 Page 3 i
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- Calculation M96-0007, MUT/BWST Hytran Analysis Attachment 18 l
19308.0500 -32.9632 3.7642 2.9377 1.5012 31.7000 117.5722 39.0312 1 19408.0600 32.9628 3.6923 2.9369 1.5004 31.7000 117.5321 39.0998 19508.0600 32.9627 3.6835 2.9366 1.5002 31.7000 117.5187 39.1202 19608.0700 32.9627 3.6822 2.9366 1.5001 31.7000 117.5151 39.1267 ; 19708.0800 32.9627 3.6848 2.9365 1.5001 31.7000 117.5138 39.1283. l ! 19808.0900- 32.9627 3.6868 2.9365 1.5001 31.7000 117.5145 39.1223 l 19908.1000 32.9628 3.7052 2.9368 1.5004 31.7000 117.5297- 39.0913 ' 20008.1000 32.9630 3.7461 2.9372 1.5008- 31.7000 117.5480 39.0445 20108.1100 32.9631 3.7994 2.9375 1.5010 31.7000 117.5599 39.0075 20208.1200 32.9632 3.8709 2.9377 1.5012 31.7000 117.5701 38.9571 j' 20308.1300 32.9631 3.9871 2.9375 1.5011. 31.7000 117.5628 38.9189 l 20408.1300- 32.9630 4.0795 2.9372 1.5007 31.7000 117.5463 38.9018 20508.1400 32.9626 4.1315 2.9364 1.5000 31.7000 117.5087 38.9030 , 20608.1500 32.9624 4.1383 2.9359 1.4995 31.7000 117.4848 38.9021 l 20708.1600 32.9624 4.1394 2.9359 1.4994 31.7000 117.4812 38.9017 20808.1700 32.9622 4.1516 2.9354 1.4990 31.7000 117.4594 38.9124 20908.1700 32.9620 4.1435 2.9349 1.4984 31.7000 117.4329 38.9589 21008.1800 32.9620 4.1435 2.9349 1.4984 31.7000 117.4328 38.9595 ! 21108.1900 32.9624 4.1332 2.9358 1.4993 31.7000 117.4761 38.9011 l 21208.2000 32.9627 4.0779 2.9365 1.5001 31.7000 117.5145 38.9198 l 21308.2100 32.9630 3.9706 2.9372 1.5007 31.7000 117.5449 38.9631 l 21408.2100 32.9626 3.7391 2.9364 1.4999 31.7000 117.5053 39.0730 21508.2200 32.9618 3.8201 2.9343 1.4979 31.7000 117.4056 39.1301 21608.2300 32.9622 4.1665 2.9353 1.4989 31.7000 117.4550 38.9011 l 21708.2400 32.9629 3.9500 2.9371 1.5006 31.7000 117.5408 38.9803 21808.2400 32.9620 3.7283 2.9349 1.4985 31.7000 117.4346 .39.1524 l 21908.2500 32.9620 4.1589 2.9348 1.4984 31.7000 117.4288 38.9571 22008.2600 32.9629 3.9408 2.9370 1.5005 31.7000 117.5365 38.9909 22108.2700 32.9619 3.7426 2.9346 1.4981 31.7000 117.4185 39.1520 22208.2800 32.9621 4.1703 2.9352 1.4987 31.7000 117.4470 38.9086 I 22308.2800 32.9628 3.9289 2.9369 1.5004 31.7000 117.5303 38.9996 l 22408.2900 32.9620 3.7471 2.9349 1.4985 31.7000 117.4350 39.1442 22508.3000 32.9618 4.1170 2.9345 1.4981 31.7000 117.4152 39.0084 22608.3100 32.9628 3.9434 2.9368 1.5003 31.7000 117.5251 38.9937 22708.3100 32.9621 3.7324 2.9352 1.4988 31.7000 117.4501 39.1203 22808.3200 32.9619 4.1284 2.9347 1.4982 31.7000 117.4219 38.9894 22908.3300 32.9627 3.9451 2.9365 1.5001 31.7000 117.5131 38.9862 23008.3400 32.9625 3.8347 2.9362 1.4997 31.7000 117.4959 39.0193 i 23108.3500 32.9619 3.8513 2.9347 1.4983 31.7000 117.4242 39.1044 - 23208.3500 32.9617 3.8182 2.9342 1.4978 31.7000 117.3997 39.1367 23308.3600 32.9616 3.8674 2.9340 1.4975 31.7000 117.3892 39.1130 , 23408.3700 32.9627 3.8431 2.9365 1.5000 31.7000 117.5127 39.0835 ,
.23508.3800 32.9623 3.7778 2.9357 1.4993 31.7000 117.4743 39.0594 23608.3800 32.9628 3.8348 2.9368 1.5004 31.7000 117.5282 39.0387 23708.3900 32.9624 3.8093 2.9359 1.4994 31.7000 117.4821 39.0437 '
23808.4000 32.9627 4.0822 2.9366 1.5002 31.7000 117.5186 38.8888 23908.4100 32.9626 3.9159 2.9363 1.4998 31.7000 117.5013 38.9987 L+'~~ 24008.4200 32.9627 4.0838 2.9365 1.5000 31.7000 -117.5123 38.8974 24108.4200 32.9624 3.8226 2.9358 1.4993 31.7000 117.4755 39.0371 24208.4300 32.9626 3.8560 2.9363 1.4999 31.7000 117.5032 39.0661 24308.4400 32.9620 4.1386 2.9349 1.4985 31.7000 117.4342 38.9519 24408.4500 32.9622 3.8218 2.9355 1.4990 31.7000 117.4626 39.0379 24508.4600 32.9623 3.9060 2.9356 1.4991 31.7000 117.4681 39.0641 24608.4600 32.9627 3.9193 2.9366 1.5002 31.7000 117.5191 38.9965 24708.4700 32.9617 4.0134 2.9341 1.4977 31.7000 117.3947 39.0612 24808.4800 32.9622 3.5526 2.9355 1.4990 31.7000 117.4613 39.0189 2490B.4900 32.9627 3.9115 2.9365 1.5000 31.7000 117.5103 39.0342 25006.4900 32.9623 3,6750 2.9355 1.4991 31.7000 117.4636 39.0516 25106.5000 32.9616 3.6957 2.9341 1.4976 31.7000 117.3922 39.0875 25208.5100 32.9625 3.9270 2.9360 1.4995 31.7000 1.'.7 . 4 B 8 0 39.0316 25308.5200 32.9617 3.9000 2.9341 1.4977 31.7000 117.3962 39.0849 [ 25408.5300 32.9623 3.5970 2.9357 1.4992 31.7000 117.4708 39.0306 1 g 25508.5300 32.9624 3.9116 2.9358 1.4993 31.7000 117.4756 39.0314 25606.5400 32.9624 3.9200 2.9358 1.4994 31.7000 117.4790 39.0290 Page 4
Calcuttion M96-0007, MUT/BWST Hytran Analysis Attachment 18 i
,x 25708.5500 32.9623 3.9123 2.9356 1.4991 31.7000 117.4661 39.0304
( I 25808.5600 32.9622 3.9625 2.9353 1.4989 31.7000 117.4541 38.9998
'w / 25908.5600 32.9624 3.9290 2.9359 1.4995 31.7000 117.4839 39.0269 26008.5700 32.9625 3.9322 2.9361 1.4997 31.7000 117.4942 39.0253 26108.5800 32.9624 3 9348 2.9358 1.4994 31.7000 117.4787 39.0239 1 26208.5900 32.9621 3.937C 2.9351 1.4956 31.7000 117.4412 39.0225 26308.6000 32.9616 3.938B 2.9340 1.4975 31.7000 117.3866 39.0212 26408.6000 32.9610 3.9403 2.9326 1.4961 31.7000 117.3175 39.0199 26508.6100 32.9603 3.9416 2.9309 1.4945 31.7000 117.2363 39.0185 26608.6200 32.9595 3.9426 2.9291 1.4926 31.7000 117.1448 39.0172 4
26708.6300 32.9586 3.9435 2.9271 1.4906 31.7000 117.0450 39.0159 26808.6300 32.9577 3.9442 2.9249 1.4884 31.7000 116.9378 39.0147 26908.6400 32.9567 3.9448 2.9226 1.4861 31.7000 116.8249 39.0134 27008.6500 32.9557 3.9453 2.9203 1.4838 31.7000 116.7086 39.0122 27108.6600 32.9546 3.9456 2.9178 1.4813 31.7000 116.5860 39.0109 27208.6700 32.9536 3.9460 2.9153 1.4788 31.7000 116.4635 39.0097 27308.6700 32.9524 3.9462 2.9127 1.4762 31.7000 116.3342 39.0085 27408.6800 32.9513 3.9464 2.9101 1.4736 31.7000 116.2040 39.0073 27508.6900 32.9502 3.9466 2.9074 1.4710 31.7000 116.0738 39.0060 ) 27608.7000 32.9490 3.9468 2.9048 1.4683 31.7000 115.9435 39.0048 J 27708.7100 32.9479 3.9469 2.9022 1.4657 31.7000 115.8133 19.0036 27808.7100 32.9467 3.9470 2.8994 1.4629 31.7000 115.6767 "39.0024 27908.7200 32.9455 3.9469 2.8966 1.4602 31.7000 115.5391, 39.0012 28008.7300 32.9443 3.9470 2.8938 1.4574 31.7000 115.4013 39.0000 28108.7400 32.9431 3.9471 2.8910 1.4546 31.7000 115.2635 38.9987 28208.7400 32.9419 3.9470 2.8883 1.4518 31.7000 115.1256 38.9975 28308.7500 32.9407 3.9471 2.8855 1.4490 31.7000 114.9877 38.9963 28408.7600 32.9395 3.9471 2.8827 1.4462 31.7000 114.8498 38.9951 28508.7700 32.9383 3.9471 2.8799 1.4434 31.7000 11s.7119 38.9939 28608.7800 32.9371 3.9470 2.8771 1.4407 31.7000 114.5741 38.9927 z, s 28708.7800 32.9359 3.9471 2.8743 1.4379 31.7000 114.4362 38.9916 --
! 28808.7900 32.9347 3.9471 2.8715 1.4351 31.7000 114.2983 38.9904 \_,) 28908.8000 32.9336 3.9471 2.8688 1.4323 31.7000 114.1604 38.9891 f#
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