ML082110419
| ML082110419 | |
| Person / Time | |
|---|---|
| Site: | Salem  |
| Issue date: | 07/23/2008 |
| From: | Public Service Enterprise Group |
| To: | Office of Nuclear Reactor Regulation |
| References | |
| LAR S08-01, LR-N08-0149 S-1-FHV-MDC-0705, Rev 5 | |
| Download: ML082110419 (175) | |
Text
{{#Wiki_filter:Attachment 3 LAR S08-01 LR-N08-0149 RAI Response Calculation S-1-FHV-MDC-0705
CC-AA-309-1001 Revision 3 Design Analysis Major Revision Cover Sheet Design Analysis Major Revision) Last Page No.' Attach 8- Page 19 of 19 Analysis No.: S-i-FHV-MDC-0705 Revision: 2 6 3
Title:
FHV System Heating and Cooling Load and Air Flow Determination mlml .. .. m ECIECR No.: 4 Revision: 0/0 Station(s): 7 Salem Component(s): 14 Spent Fuel Pool Ventilation Unit No.; a Unit 1 Discipline: 9 Mechanical, Descrip. Coddo/Keyword: 0 FHV Safety/QA Class: : Safety-related System Code: 12 FHV Structure: '" N/A CONTROLLED DOCUMENT REFERENCES '5 Document No.: From/To Document No.: FromiTo From To From To From To Is this Design Analysis 8afeguards information? 1" Yes [] No [ If yes, see SY-AA-101-106 Does this Design Analysis contain Unverified Assumptions? 17 Yes I] No I if yes, ATI/AR# This Design Analysis SUPERCEDES: 'a in its entirety. Description of Revision (list affected pages for partials): 1. Revision 6 modifies Attachment 8 to Include the surface of the fuel transfer pool along with the surface of the spent fuel storage pool In calculating both sensible heat and latent heat that Is transferred to the fuel building ventilation system. The revision also makes minor changes to Attachment 8, as desoribed therein. No changes other than the changes to Attachment 8 are made to this calculation by Revision 5. 20 Preparer: T. J. DelGalzo, PE (MLEA) 9/1212007 Rnii Mmii. .1fi Method of Review: 21 Detailed Review [ Alternate Calculations (attached) C Testing ' Reviewer: 22 J. Wledemann (MLEA)
- T- 9/13/2007 PrInl Name 819gName Dote Review Notes: 20 independent review [ Peer review 0)
(For EdtmernlAaralyMePliy) External Approver "_ _ _ _ Pri Name Date Independent 3'4 Party Review Reqd? 2 6 Yes/Nog Exelon Approver: = A. Johnson lu ...... JLQ prim Name 4 na
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Page I a of 167 REVISION HISTORY Revision Issue Date Revision Description Cover Revises Attachment 8 to include the surface area of the fuel transfer pool 5Sheet and makes other minor changes or corrections to Attachment 8. No other Sheet changes are made to the calculation except for Attachment 8. Emergency SFP temperature has Increased from 150OF to I 800F. The 4 5112/1995 Impact has been addressed by Attachment 8. Incorporated DCP 1EC-3262-01, CD M502, based on input data from Rev. 2 of this document. 3 92/994 Revised to provide leakage data for new pressure relief dampers to make 1 the truck bay part of the FHB. Incorporates DCP 1EC-3278, CD M51 9. 2 8/3/1993 Revised to remove conservative approach and conservative
.... assumptions.
1 1/281992 Classified as final after revising unit heater capacity and revising FHB _area temperatures, 0 6/1011991 Initial Issue PAGE REVISION INDEX PAGE REV PAGE REV PAGE REV PAGE REV 1 5 Attachment 1 4 la 5 Attachment 2 4 2 to 148 4 _ . Attachment 3 4 149 4 Attachment 4 4 150 4 .............. Attachment 5 4 151 5 Attachment 6 4 152 5 .Attachment 7 4 153 5 ,. . Attachment 8 5 154 5 155 5 156 5 ,, 157 5 ... 158 5 159 5 160 5 '" _ _. , 161 5 162 5 ___ ___ _______ 163 5.. 164 5 ...... 4 165 4 166 4 ____ ___ ___ ___ _______ 167 5
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W-1 TITLE FHV Sys Htg/Ctg Load & 0 PSIRAG Airflow Determination Catca - Unit I mL I ORIGINATOR I t DATE C-1-'&- CALCULATION CONTINUATION SHEET VFR or CKR DATE _-__,__ TABLE OF CONTENTS Page No. Cover Sheet 1 Table of Contents 1.0 PURPOSE 4
2.0 REFERENCES
3.0 ASSUMPTIONS & DESIGN DATA 7 4.0 CALCULATIONS 4.1 Determination of U-Factors 9 13 I 4.2 Determination of CLTD 4.3 Cooling Load Calculations 17 4.4 Heating Load Calculations 43 4.5 Determination of Room Flow Rate Requirements and Room Temperature 4.6 Determination of Room Temperature 81 (@ Design Flow & Calculated Cooling Load) 4.7 Determination of Heater Loads 4.8 Determination of Room Temperature 87 i I 4.9 Due to Loss of Heaters (@ Design Flow) Determination of Temperature Rise Across Supply Fan IVHE24. 4.10 Determination of Relative Humidity of 99 103 Air Entering Through Charcoal Filter 2VHE503 (@ Design Flow and Design Temperature) During Accident Mode Of Operation.
\C)5
0S Airflow Determ-Calc-Unit REFERENCE DE-CB.FHV-0021 (Q) ORIGINATOR 0 4...2- L CALCULATION DATE -l7 .*i42
- CONTINUATION SHEET VFR or CXR DATE Il SI I
TABLE OF CONTENTS (.continued) Pacie No.... 5.0
SUMMARY
OF RESULTS 5.1 cooling Load at Normal Mode 5.2 Cooling Load at Emergency Mode P 5.3 Heating Load at Normal Mode 5.4 Heating Load-at Emergency Mode 5.5 Air Flow Requirements & Room Temperature (Qt 5.6 Heater Loads & Room Temperature at Loss of Heating -$Z 6.0 ATTACHMENTS
- 1. DIT-SAL-040 (22 Feb. 91)
- 2. Memo of Telephone Conversation L. C. Oyen .- t and S. Dhall (1 Mar 91)
- 3. Page 20 of S&L Standard MES-7.2 ro. O.,C*= 0&' ,- ve,0.o4'. ovei roo\ IS.t
;(0. HeaLf Gok;-ns ~fzjThick, W/atl a-nd Poos by 14 seP-(.-mbp(r 19,0o Issue.
7- 5,eýr , Lundy Ca2cla-ek,*e n No. 886S-O04¢-PED-1. 14-16
S- I-FHV-MDC-O7070 SHEET PSING FHV Sys Ntg/Clg Load & RERNCI Airflow Determ Caic-Unit I E DE-CB.FHV--021 (Q) U CALCULATION DATE 4------ CONTINUATION SHEET VFRor CKR- m DATEI- .. I I -
*1 *1 Il 1.0 PURPOSE The purpose of this calculation -is to:
1.1 Determine the cooling and heating loads at normal and emergency modes for the following areas based on the outside and inside design conditions: I a) b) Spent Fuel Storage Pool, Transfer Pool and New Fuel Storage Pit. Fuel Handling Laydown Area. c) Decontamination Pit. d) Sump Tunnel. J e) Electrical Equipment Room 1 f) Storage Room I g) Truck Bay h) Vent Sampling Enclosure 1.2 Determine the airflow rate for each area in Section 1.1 to maintain the areas at design conditions based on the calculated cooling load at both normal and emergency loads. 1.3 Determine the temperatures in areas indicated in Section 1.1. based on design flowrate ( from Reference 2.3.10) and calculated cooling loads. I 1.4 Determine the temperatures (under normal mode).in the Fuel Handling Areas, Truck Bay Area, Storage Room and Vent Sampling Enclosure for the following cases (as I applicable): a) Loss of main heating coil. b) Loss of unit heaters. c) Loss of main and unit heaters. 1.5 Determine the relative humidity of the air entering the charcoal filter unit based on the design flowrate in both summer and winter conditions.
I~. I 1 FHV Sys Htg/Clg Load & REFERENCE DE-CB.FHV-0021 (Q) 5 Airflow Determ Cak-Unit I 053_____ ORIGINATOR Lo 2z DATE -- CALCULATION CONTINUATION SHEET VFR or CKR DATE 051Z-11+- 2.0 B 3 (Q) 2.1. DE-TS.ZZ-380 Cooling and Heating Load "HVAC Technical Standard - calculations." 21 (Q) 2.2 DE-CB.FHV-00 for Fuel Handling
,,Configuration Baseline Documentation Area Ventilation System."
2.3 Design Drawings: 207042 3 No. 1 Unit - Fuel Handling Area 2.3.1 Floor Plans El. 84.0,, 100'0, and 116,01 Architectural 207043 3 No. 1 Unit - Fuel Handling Area 2.3.2 Floor Plan El. 13010" and Roof Plan Architectural 205958 4 No. I Unit - Fuel Handling Area 2.3.3 - El. 84'011 LTG.1 Public Add. & Telephone Electrical 205959 16 No. I Unit - Fuel Handling Area 42.3.4 - El. i00'0" and 116'0" col. KK to SS. 6.4 to 10.4 Ltg., Public Add. & Telephone Electrical 205960 10 No. I Unit - Fuel Handling Area 2.3.5 - El. 130'0" Ltg., Public Add & Telephone Electrical 2.3.6 276l No. 1 Unit -,Fuel Handling Area Ventilation- Sections Mechanical 2.3.7 204836 5 No. I & 2 Units - Fuel Handling 2 Area; General Arrangement, Mechanical 207008 12 Service Building, F. H. Area, 2.3.8 S. W. and C. W. Int. & Reac. Cont. Exterior and Interior Door Schedule and Details, Architectural
TITLE 1DNO. S- I -FHV-MDC-070 r SHEET FHV Sys .Htg/Clg Load & REFERENCE 4-Airflow Determ Calc-UnitI DE-CB.FKV-0021 (Q) ORIGINATOR T1Llo- 3 w CALCULATION DATE 44_ -"Z 7L.&-L4- 1-1 , CONTINUATION SHEET VFRDor CKR DATE ,., 1 2509q 2- 1~N,18(Z &7-LU'n,'f- FLA.et Ha-a ,d1ir 2.0 (continued) 2.3.9 600074 0 No. 1 Unit - Fuel Handling Area Vent Sampling Enclosure - Heating & Ventilation Arrangement, Mechanical. 2.3.10 2050'321 P&ID; No. 1 Unit - Auxiliary Building Diesel Generator and Fuel Handling Area Ventilation I 2.4 ASHRAE HVAC Systems & Applications Handbook - 1987 I 2.5 S&L Program No. 09.5.041-2.3 - LOAD User's Manual "HVAC Heating and Cooling Load Program." 2.6 ASHRAE Handbook - Fundamentals - 1985 4
-i 2.7 Salem Generating Station, units 1 and 2, Updated Final Safety Analysis Report (UFSAR), Revision 9.
2.8 Load Data Table - PSE&G Electrical Load Management System Salem
¶ Units 1,2 and 3 Generating Stations, Ver. 0.0, Run Date 09/19/90.
2.9 S&L Standard; Electrical, Field; Lighting Intensities for Power Stations - Standard Specification STD-EE-321. 2.10 Ndc7* . i 2.113 Buffalo Forge Company Fan Engineering Handbook -I I 2.12 S&L DIT No. SAL-040 (Attachment 1). 2 A4 2.13 2.14 Penn Ventilator Co., Vendor Dwg H-20, Date 02/24/83. Memorandum of phone conversation with L. C. Oyen on 3-1-91 (Attachment 2). 2.15 S&L HVACD Standard Book VIII, MES 7.2, Rev. A. *w *,* 3) 2.16 ASME/ANSI N509 - 1989 titled "Nuclear Power Plant Air-Cleaning Units and Components." 2. k7 F4,11=6 '*t - 0VJ_28 2 .19 ASR RAF- ct, -- .5 " A<I0 NO ,FI NITI4CkL--v6-'-N, f, - 14 VUUi
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TITLE 10 NO. S- I -FHV-MDC-070m SHEE' FHV Sys.Htg/Clg Load & REFERENCE D7 AirflOw Determ Calc-Unit . DE-CB.FHV'0021 M-, OF ORIGINATOR L0ý- 11211 -- 91 9 CALCULATION DATE CONTINUATION SHEET VFR or CKR __A__ DATE 2."20 ASHRAF HANdteo-K. FUNDXM4t4TAL -96q9
- 2. zi PSIr*G SPECIFICA-o10H 72--GZCow0 .
3.o*-' A-'M TPONS/DE9SGN MATAL. ,_ 3.1 From Reference 2.7, design conditions are as follows:(00WOWI0) summer Winter I~i~r Outside Air - 95°Fdb/78*Fwb 00 F ALL Space/Room - 105OF 600 F
*Ground - 65OF 42 F Spent Fuel Pool Temperature: Normal 120 0 F, Emergency 1500F
* - 7ew Sru*.w ial* , -N J r os &J ,pe_ 9pt*"pe La.4a4 =V -
*aler? I *.2-. for +he- pirO. of "%is ,
Qe4:2.4- Pe-..-Z'7.6 3.2 Latitude of Salem is approximately 390N.
- 3.3 Neat 3bee- in-m Mum-Mar through the "en"as"-with the* groun iWaiJE in..,-.ne=*glected fur floor slab direetly-ii.
and ,,.ants*r.vafts.m. moTUvsfj> 3.4 The heat loss in summer due to infiltration is neglected for conservatism. 3.5 Velocity of air over the spent fuel pool and transfer pool is 20 3.6 Building component/barrier air leakage = 0 cfm 3.7 All areas are unoccupied, therefore no people heat loads., 3.8 An addittiOnal iis% iit,*i*-*l includ- ...... lolngihat;ing
-loads and will: be use.. . L. taw.. i1i lwanW rbal Ld twJUj t;L0%.L.e detenninaticn. oT USED 3.9 Nomenclature and acronyms are in Reference 2.1 unless noted otherwise.
3.10 AHU coil #04wmrccapacity 1,100 MBH, Reference 2.2. 3.11 For all other assumptions, see body of calculation as applicable. 3.12 For the vent sampling enclosure, a lighting load of 2 watts/sq. ft. is assumed. 3.13 The sable tray is assumed te be enerqi-d10% urngnoma mde of Gperat-4on D and-25% under eme~rgene mode of ~apratien.
I STE .N S-k -FHV-MDC-070O SHEET Airflow FHV Sys Beterm Htg/Clg Calc-Unit Load & I REFERENCE .HV 0 2 DE-CB.FHV-0021 Q OFEC
'ORIGINATOR W ~ I 42.....
CALCULATION DATE . 71___l - CONTINUATION SHEET VFR or CKR & - ., DATE OS , I__,_I 3.13 T-he cable~ tray is assumed to bc energized 100% during~ noa mede Of peration an~d 25% under emerejeney vtde- Of pperatkion. ý 3.14 All lighting loads are assumed to be energized at lo0% capacity during normal/emergency operation. 3.15 The outside air at winter is assumed to be 67- 7o% RN 3.16 It is assumed that the fuel handling area crane, new fuel elevator winch, cask handling hoist crane are not incrane, the skimmer operation in the pump and the emergency mode skimmer pump operation. Under normal operation, useage factor as listed in Reference 2.14 (Attachment 2) are used for all the above equipment other than the skimmer pump for which a usage factor of a 50% is assumed. No credit is taken for the components in evaluating the heating load. 3.17 The maximum CLTD values for external walls have been used for conservatism. The latitude-month correction for the month of JuneI has been used. This T--N' corr,,tio--n4 foer the, . mlI .of Ju..i. eonservp-ti'c -forall walls facing dirootions other-thlan- south. 3.18 No credit is taken for the sensible heat from the spent fuel pool in evaluating the heating load. 3.19 No cooling/heating load is considered for wall mounted exhaust fans where the motor is in the flow path of the exhaust air. 3.20 Infiltration loads are assumed equal for normal and emergency modes of operation. A3.21 *ivo Ve_.l.obW +'I V %.12.45 MP .,, it.Kn['s, g 1,1j;2. ý /A*, c"b1e
."r'ode.-4 o PQ..,a41,0Yj
ID NO. I TITLE 10 NO. S-i. -FHV-MDC-0701 FHV Sys Htg/Clg Load & REFERENCE
.0 - SIP Airflow Determ Calc-Unit I REFEENC DE-CB.FHV-O021 (Q)
CALCULATION DATE 0 4_._.2 CONTINUATION SHEET or CKR VFRDATE 'j./t gaga_ 4.0 CALCULATIONS 4.1 Determination of U-factors The following are the heat transfer coefficients "U-factors" to be used in this calculation. These values were taken from Reference 2.5 with similar construction detail. SPACE/ROOM U-FACTORS,BTUH/SF- 0 F PAGE NO OF Y WINTE REF.2.5/CODE NO ITEM B 1 Exterior Door a)Insulated Metal Swing 0.156 0.160 A-57/1 b)Telescopic.Metal OVerhead 0.982 1.174 A-57/2 2 Roof Uninsulated (metal) 0.798 1.290 A-22/2 2.1 Roof 18" Concrete, No 0.324 0.383 Insulation S 3 Exterior Wall a)18" Poured Cone. 0.397 0.425 A-20/38 b)24" Poured Cone. 0.331 0.350 A-20/39 c)36" Poured Cone. 0.249 0.260 A-20/41 d)48" Poured Cone. 0.199 0.206 A-21/43 e)60" Poured Cone. 0.166 0.171 A-21/45 f)72" Poured Cone. 0.142 0.145. A-21/47 g)84" Poured Cone. 0.125 0.128 A-21/49 h)Uninsulated Metal 0.982 1.17 A-9/1 Siding 4 Interior Walls (Poured concrete-both sides-unfinished) 0.422 A-52/45 24" 0.297 A-52/47 36" 0.229 A-53/49 48" 0.186 A-53/51 60" 0.157 A-53/53 72" 0.136 A-53/55 84" 0.119 A-54/57 S Concrete Floor with Metal Decking 12" 0.450 0.352 A-58/4 6 Concrete Ceiling
- with Metal Decking 12" 0.352 0.450 A-60/4.
7 For other "U-Factor" determination, see next page.
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-+(I. e - (L-> ,;,.) S-t ý - 0ý 80 2-1 53 4i
W wq v_ 0 z 0 1I0 4.3 COOLING LOAD 4.3.1.a Transmission 4 o. Load for: SPENT FUEL/TRANSFER POOLS and STORAGE PIT =
- jr-O3>
Z=! Space/Room Barrier Transmission A Load Thickness Length/ Width 'A% 'onnLfEsergency NUN Node Type Height Area Factor Remrks (in) (ft) (ft) (sqft) ta tRi Td 4T I . 3 !6 IM Roof '-2.Z 43 10o ,,01 .324 - .--- -------- E South Watl Il8 13 43 559 .096 -"-I-- ---------- -m3M/. - Z EL 117'-0 TO EL 129'-IO A: E South WattB SNorthWatt 42 26 40 35 43 43 1720 1505
.229
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150 105 15/45 5905 /17M ELV, -SE TO EL129*IO TO IL .-. E South Watt 26 35 43 1505 .331 .... -I----- ----- r- EL 129'-1-O TO EL 6'-AP E North Watt 20 18 43 774 .397 - -- -M-P '-* ,Zfl . , L'"E L i 64 ,-- " To TO ELEL 1In* *v
--- - -- - - - - / .* '/ ; . -8 43 7 74 .3 97 ---
E Sout h u a lt 20 18 .. EL_ - -0TE' E Ent Watt
- 72 23 61 1403 .142 ---l ------------ //r-'-, 4W . . EL 100-o. TO EL 129,-10 E Westait
- 102 23 61 1403 .110 --- . .j/ .--- /---- EL 100'-0 TO EL 1294-10%
Eat~ll E - 0 35 -i -Im
+,, 0 .142
= ...... IJ1 ;+ EL 129'-,, TO EL I".P E Went Watl ..ZD2'o 35 -W 07O~ .110 --- I/ - - ý' A 6 &1_ EL 129- TO EL 6' 3
E East Watt 26 17 38 646 .331 --- /----------- -* 'lI.- . JW' / EL164'-8 M EL U2-V E West Watl 30 17 38 646 .331 ---/ --- ,- -4*./J -*j EL 164'-4 TO 51. I1W'"
- -t - - TTot-..,-_aol/,
o o qT =A
- U
- d where: -
qT = Sensible transmission heat toad, TiTUN ta Outside ambient or adjacent space design temperature, IF A = Area of barrier, sq ft tR = Space/Room design temperature, "F U = Coefficient of heat transmission, STUH/sqft-Of Td = ta - tR,°F Td = CLTD, for external roof/watt, "F NOTES:
- 1. Dimensions of space/room taken from Ref. 2.3.1, 2.3.7
- 2. E-External wait; I-Internal watt Watt between Spent Fuel Pool and Transfer Pool
- Wall height adjusted for ELectrical Room area Fe rite No.:,431a.Fl LSSeS *1~ie W3~
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2-z O00oO t-oo 0 C(1 C) _33oo 330go~ II, ZO C ý?cc- ?, 11 (A~ 'Il31
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4.3.1.b ToWooting 11M Load for: SPENT FUEL/TRANSFER POOLS and STORAGE PIT I I I I I ormal/Emergency Mode Heat Coaputations Reference I source Sensibte Latent I [.(CIS) CqL) 1 II
-4 2
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Camputati ons (' -) N \_-,) oz, \,ý\-F-o, \ - (Z-)" C;"\ -,,. (u ,N t w-0.;t S-(A o:70.f(6;: AL V.
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Cowwutations (0- 'Lt7 -t o - 76 4 ý-I-l Q .1.1OG4-e& QLz) NVz Y' qt I, C-,zp", ,^,.ý N ý'k (t, , - Aý )
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~
m
~.IA 2. ~ Nw A= 6 (
(fo) 1XIo~o Na :~-
' 2 lQa) New , * \ _\* ' Cn U )
-2z 7ir 73(24~
I 0 V"\ONýý-N'A 0
ýJ\ZQA 25L 1 3 C.O .
"J"C 7 172/ 1 A
" Nc~
4 JP I---- TOTAL 37' Fite No.;431b.FW3 ~c11 938
.!:. .. i...*: ;*:o S. -.'c* ~ -.
22 i .. .. * ... .I .: . .. . . i II Normt/Euergmncy.WadeL CcfPutaticils Rtef oernce
-77
- o. w ~ tw ,
\~%
I. T 0 T AL
M W - I 0 C 0-0 Z>i 4.3.2.a Transmission q Load for: FUEL HANDLING LAYDOIM AREA z-i Space/Room Barrier Transmission i Load CAOL rn Thickness Length/ Width AN MUM Norrmk/Euergency Node Type Height Area Factor Remarks (in) (ft) (ft) (sqft) to tR Td qT Roof 20 30 92 2760 .2M8------- ---. 2-3 1?*B 9850-e < 0
-14 E North Watt 36 36 96 3456 .249 .-.--- _s4./-, EL 129'-10 TO EL 165'-10 E South Wail 36 36 96 3456 .249----- EL 1651-10 E North Watt 20 15 96 1440 .397 ...
--- 14 _-4.
/...
EL 129'-10" E EL 165t TO TO EL t8O' A M -1 S0 E South WaUt 20 15 96 1440 .397 . . -t _ EL 1659-10" TO EL 180"-9 C1ap h E West WaLL 36 53 30 1590 .249 ---------- A*-4 (3' M I- -0 NfW 40 C'-4 M z Total
- - - - =374 /-?tr qT = A
- U
- Td where:
qT - Sensible transmission heat toad, BTUH to = Outside mbient or adjacent space design temperature, °F A = Area of barrier, sq ft tR = Space/Room design temperature, IF U = Coefficient of heat transmission, BTUN/sqft-OF Td a ta - tR, F Td a CLTO, for external roof/walL, OF m NOTES:
- 1. Dimensions of space/room taken from Ref. 2.3.1, 2.3.7 In
- 2. E-ExternaL walt; I-Internat waLL Fite Mo.:432a.F113
-M 11
- -- -l. Ir r. ý-- 7M, " 7 !: f - V! I - .. ' 1 7. N. ý'J- ': -: ill :, r.- - - .- --- , -
Computations (Noy~c a v l (('14OTW, A 4-E- ,cICAI Q N,\10 0 ý- \-\ kDO \13 C ~2AiZ~(
- Q Y C\~b \A at TOTAL
']'j E'.*-,
-* *.:
- T
- F
- I * - '*T"T* *m.: !:: .*.* ,*.-c * *..* r-*:,* ,*-*: -*,,* *.* .. ... * ,. ,*.-.... .... .. .
4.3.3.a Transanfssio 1mEWLoad for: DEC3NTANIKJATION PIT Sp*ae/Ro= Barrier Transmissont Load Thickness Length/ Width NAN RUN Normat/Emergency Node Type Height Area Factor Remrks (in) (ft) (ft) (sqft) ta tR Td OT E North Wall 36 30 23 690 .249 --- --.........---.
!I Estialt 114 30 24 720 .094 120 /150 I05 15/ 45 1015 /3046 qT A
- U
- Td ka4-where:
qT = Sensible transmission heat load, BTUN ta o Outsfde ambient or adjacent space design temperature, OF A = Area of barrier, eq ft tR = Space/Room design temperature, OF U = Coefficient of heat transmission, BTUH/sqft-IF Td = ta - tR, IF Td CLTD, for external roof/wall, IF WOTES:
- 1. Dimensions of space/room taken from Ref. 2.3.1, 2.3.7
- 2. E-External wall; I-Internal wall File No. :433a.FID3
ý-7 ":- 'T 7:- V:
W w 4.3.3.b Cooling 4 Load for: DECONTAMINATION PIT 0W Wormt/Emergency Node 0l-t Heat Computat ions Reference - I Source Sensible Latent I I I (q) (qL) OP zj II II xz m__ mn
-to4-I 984- Ii
<c 0 I- -~ r m
,-I "-I m m 0
( I I __._ 2-0 I IIl in A m A2 m z I I II I cII/
.1 II 09 0 0n I I I I1 0
T0TA I 10 0 i a File No.:433b.FW3 -4 I t-~lI;~
. *rr~'r.'( -
z 0 o A z > 4.3.4.a Transmission U1 for: SUWP TINNEL Trarsmission ý Load Mah NU" Normal Node Factor m t tt Td qT
.331 --- -- -- - I6 AmEr
.331 --- " - "
.096 120 /50 105 15 1 45 455 / IM5 157 05/1,5 IoS-4o/-01-o-0 32,4/zz Total / a96- - Iosj//_ 14:
qT = A
- U Td where:
qT = Sensible transmission heat toad, BTUR to a outside ambient or adjacent space design temperature, *F A = Area of barrier, sq ft tR a SpecelRoom design teqperature, "F U Coefficient of heat transmission, BTUH/sqft-,F Td = ta - tR, *F Td = CLTD, for external roof/watt, -F NOTES;
- 1. Dimensions of space/room taken fromRef. 2.3.4, 2.3.7, 2.3.8 - ' .O
- 2. E-External wall; I-InternaL wait
... Jj'irIIq teo. vwd(
WcLII Sa~mLSndQJ-J File No. :434aa.FU3
Computat i ons - I~ L--. A. vX~ ~
\o ~\oo
%AN -ýL -'0A\-L I
TOTAL
4.3.5.a Transmission O
- for: ELECTRICAL EQUIPNENT ROOM Space/Room Barrier Transmission O Load Thickness Length/ Width "AN Nun Normat/Emergency mode Type Height Area Factor Remarks (in) (ft) (ft) (sqft) ta tR Td qT E SouthWall 120 13 25 325 .125 ... -- 4"
-- T&"1 L-E East Wait 72 13 17 221 .142 --- I----------I, ~ 4/3 E South Watl 36 28 15 504 .249 ---I ---
--- " /93,
-- Corridor watll IrLOOZ G uEt4D 17 25 425 .157 165 1051-40 _______l Totat a t /-908 qT A
- U
- Td ** 54 -33 4-where:
qT . Sensible transmission heat toad, STUN ta = Outside ambient or adjacent space design temperature, &F A = Area of barrier, sq ft tR = Space/Room design temperature, *F U = Coefficient of heat transmission, BTUH/sqft-IF Td = ta - tR, *F Td = CLTD, for external roof/wall, 'F NOTES:
- 1. Dimensions of space/room taken from Ref. 2.3.1, 2.3.7
- 2. E-External wait; I-Internal walt File No.:435a.FW3
.~7r~::7r. .~:: . Iz~--~ *':~r.s~
Coqutatioms '~\ +e~v~ckL A~&}~ Qo~\\,% (H.)
= 4t F3 CCLFL-
"26Ze C Q\Af. ook
,,*\*C A.'T *\ **
*OO - \.o
,I, TOTAL
.-.- ~ ~.* ~- . .r . . . . . .
Al, I 4.3.5.b mw Totat CooLingrs~m. Load for: ELECTRICAL EQUIPMENT ROOM w 20 0 IL Normat/Emergency Mode Z> a r, Heat Computatioens Reference I Source -ISensible Latent (qs) (cq)
, -i zz m
_rn S-" -
ýRO *- \A-
,* 3,,, rh '°o ('NooV, So~ V\ 0 \o-~ 1111\\rkj tý-A
-' 16
... , . , ---- 7 76' 5 ht : . A-77 5;rc_4ks ;5 a-n 107*'~ef Iof q0L *
-fhe- mo~-r joc i - crn~s1eJ. 4-770o.I = 4-776fi a
zP V. VU i2~) VIZ. 7ý-.( v-oV)
'n AA
~A ~)sV'~ -' _ _/ A 0
."7
-Jr
\-N ' f ,,,,r 2AS o0 2.
o.. o.7T. =l,,a. g4%A-wiys jlk" 6"; 0 TAL Z-- 17 ZK -I-= 17 5k,,1-FiLe No. :435b.FW3
0 .... I : q:
- 4. 3 .5 b Totat CoOIting 4MM Load for.- ELECTRIC64L ESJIPMENT ft'
.0 He t calptat faw J efeeicj so1rce Se mi*"", L im"nt
-03 I .I ' I ) - I ( )O I cc0 A
_...7 I I I m
.2o07ek -4 1 se ."
2078 . : * " . " " . "I o o..I I < 0 i -_* "* * ,, A . .. l II I.,
-I
' ' O.oJ "' - : \ . I . -I ".ILe *
~ 114 1 o i I I ? o7 I. I WI RICA z m 0 z
lO-j 2LI
!111 0 0
0 I 'P c 2 1 17 fill J TOTAL - m I I -~ ~ Fite No.:435b.FW3 .4
A 0 0 0 I* Cooputations zz 5If>
\71o 6o 2 +/-+ "z?. - ý = iZv°i "I
qzýVr,ý, &a o lz--ý3- " x\r) \2o z voN (W;Ný AU J TOTAL
r 1W w z 0 0 w 4.3.6.a Transmission Q Load for: TRUCK BAY in Space/Room Barrier Transmission M Load -40 MZ 0 Thickness Length/ Width NAN Normat Mode = z Type Height Area Factor Remarks (in) (ft) (ft) Csqft) ta tR Td qT E North Watt 36 L~Z 70 229
'~o
-0
-Z
-- !4& 7SeNt See Not 3 E West Watt 36 2 -W -M10 -M4-0~ .249---------...34- -ZWjQfir See Note 3 E Door, West .... 14 17 238 .982 4 935 / 935 Telescopic metal overhead E Door, North .... 7 3 21 .156 . . .. -*36-_/ metat swing
.. -- /-4"r Totar zA9I*OL/4*0YF I-qT= A *U *Td where:
qT s Sensible transmission heat toad, BTUH tao- outside mbient or adjacent pace design temperature, *F A = Area of barrier, sq ft tR = space/Room design temperature, OF U Coefficient of heat transmission, BTUH/sqft-OF Td = ta - tR, OF Td = CLTD, for external roof/watl, "F NOTES*
- 1. Dimensions of space/room taken from Ref. 2.3.1, 2.3.7
- 2. E-External watt; I-Internal watt
- 3. walt height adjusted for door area FiLe No.:436a.FW3
Cnplutatiom
\\'Z' Q), k C,-'ý-k'\ \A Z\o '.
\ "DQ \04 4z .A
-7ýZ = Z 6C> *\)
cvIL. = 2 6 oo -- IL TOTAL
A A I kw w 0 z 0 4.3.7.a Transmission
- Load for: STORAGE AREA Inr 2>
Space/Room Barrier Transmission I Load Thickness Length/ Width "AN ,qjU Normal Node Type Height Area Factor - - Remarks (in) (ft) (ft) (sqft) tat__TdqT E South tl 36 65 30 1950 .249 -------- ote 3 Se n--e E West Watt 36 6 30 1BD .249 ... .... 4* -,,/* - see Note 3 A, < 0 E Door, South ---- 7 3 21 .156 ........ 6 -20 / .- 2 metal swing E Door, West ---- 12 9 108 .156 ... 4 67 / 67 Telescopic metae overhea M 0-4G M 00 M M, 9.>>11
, I -.
-C)
- Tat a L -2686- MM qT A
- U Td II where:
to
;T Sensible transmission heat toad, BTUN ta = Outside ambient or adjacent space design temperature, IF A = Area of barrier, sq ft tR a Space/Room design temperature, OF U = Coefficient of heat transmission, BTUH/sqft-*F Td = ta - tR, IF 0i V\
Td z CLTD, for external roof/wall, "F M NOTES:
- 1. Dimensions of space/room taken from Ref. 2.3.1, 2.3.7
- 2. E-External wall; I-Internal walt
- 3. Watt height adjusted for door area File No. :437a.FW3 A
- ~ i~C'~" ~NN ~N*~* ~ N Nfl~ V.
Computatfa's 2ooV~ \va R( Z "s Qc Ic-a \vo \.,a tboo %) w C-2A~~ \~&J C=Vt 2A~o *- ~-~\AVŽ. - 6S TOTAL Fite No. :437b.FW3
a Ah UNO 0 CC Wo Zi0 4.3.8.a Transmi ssion W Load for: VENT SAMPLING ENCLOSURE Space/Room Barrier Transmission M Load ZO! Type Thickness Length/ Height Width "A" Area auto Factor onmal. Mode Remarks X2 . (in) (ft) (ft) Csqft) ta tR Td qT MI1
--- - - - -- --- .5-r-A~PgoF Roof 1.5 725 14.8 -O7.j ::O. . .. - R 2.3.,, OFJ E North Watt 1.5 --- . .... 26 - - - -" 8* j---'4 See Note 3 59 "- . '4- -3 -. ' *8 ' 1N1 "T r' < 0 2I -n E S o ut h Wa lt 1 .5 . . .. ..
_____51 gBl E~COMNrAM4ATIOA PIT" LL-AVT=tO 'NFr E East Uatt E West Walt 28 1.5 10.50 7.50 14.8 14.8 155 72
.331
.ote83 S-e A M
'WI 0->
M- et M-ý. ol U3( N E Door, North .... 6.50 5 33 .156 ...... .'... -'9"k /-.:t E Door, West .... 6.50 6 39 .156 ...... -0 CL SP-0 "11 z 2
':T o t a I .Oo Io.0L I
1ZL "N1 I qT=A
- U
- Td where:
NOTES: qT a Sensible transmission heat load, STUH A a Area of barrier, sq ft U = Coefficient of heat transmission, BTUlH/sqft-IF
- 1. Dimensions of space/room taken from Ref. 2.3.9 -3 tat Outside ambient or adjacent space design temperature, *F tk : Space/Room design temperature. 'F Td = to - tR, *F Td CLTD, for external roof/wall, 'F CALCULIEL F'T41t F-vATUtZ.JE F*zaM PA4E 12.1
\
___II II0 A\
- 2. E-ExternaL wait; I-Internal. mat.( 0 -I 0
- 3. Watl area adjusted for door area IU FadCJ7 . I -
h Rao~uJ ~dL1~d~ File No.:438a.FW3 =-14C re 131) 1O Fa'c-/ VWd.A U co 5c./'~~ I ! 0-
-4
Q 00
~k
)
~-\-
Z wq3 VV- \j cm off NA
~Lr1~ .r9ck. ( bG1f4¶~
TOT AL
-. ~bfl~1$-. w.~zrrr21v~~¶s~
COMarutetfons TOTAL File- No.:438b.FW3
o 0 ZJRP 4.4 KEATING LOAD 4.4.1.a Transmission Ml Load for: SPENT FUEL/TRANSFER POOLS and STORAGE PIT J-Ic Z>i Space/Rocm Barrier Transmission I Load Z-1 Thickness Length/ Width *LN Normet/Emergency Node CALG0 OAK mz Type Height Arem Factor Remarks (in) (ft) (ft) (sqft) to tR Td qT Roof z 43 107 4601 .383 0 60/ 60 -60 /-60 -105731/-105731 E South Wall 118 13 43 559 .0971 T 60 I60 ;%1,-%j~3-/~5~ EL 1174'0 TO FtL1291-100 < 0 b.-"
-9, E North Wa't 26 35 43 1505 .350 0 60 /60 -60 1 -60 -31605 1-31605 EL 1291-100 TO EL 164-P ~ m EW E South WaLt 26 35 43 1505 .350 0 60 / 60 -60 / -60 -31605 /-31605 EL 129'-10 TO EL I"4-v o =
w E North Wait 20 18 43 774 .425 0 60 / 60 -60 / -60 -1973* /-19737 EL 14'-8" TO EL lU--@- w '-..
-¶ C-,
~ -9, I0 E South wait 20 18 43 774 .425 0 60/60 -60 / -60 -19737. 1-19737 EL 164-80 TO EL 12'-V 0. 1
-. 0 009 E East Watt1 72 23 61 1403 .145 60/60 z~t z ~ j3~j EL 1001-O0 To EL 129610N 0 2' E West Watt 102 23 61 1403 .110 ' 60 /60 ,-*d - -W EL 100, TO EL 1290-11 E. East Wett1 2 35 40 7,r, 3R5 .145 0 60 60 60 / 60 EL 129 -1On TO EL 16480 E West Watl -Af02o 35 - 'O &43 .110 0 60 /60 60 / -60 Ef 1-. , lg24- EL 129 TO EL 16-8 M
6 z
!F E East WaLt 26 17 38 646 .350 0 60 / 60 -60 / -60 -13566 /-13566 EL 164-8 TO EL 182'-" M1 M p 0 60 / 60 -60 / -60 -13566 /-13566 EL 164'-84 TO EL 182I-80 In E West Watt 30 17 38 646 .350 M 0
&I T ota t F44 9
-j--3417W6-
- 26a96C,1.. n~o %
t4j 0I 0 qT A *U Td where: qT = Sensible transmission heat load, BTUH ta = outside ambient or adjacent space design temperature, IF A Area of barrier, sq ft tR a Spece/Room design temperature, IF U Coefficient of heat transmission, BTUN/sqft-°F Td = ta - tR, "F 0 0 -. NOTES: 0
- 1. Dimensions of space/room taken from Ref. 2.3.1, 2.3.7
- 2. E-External wall; 1-InternaL watt- I-a
- Wait height adjusted for Electrical Room area I','
Fite No.:441a.FU3 6
-4 a
*~~~~~~~~~~ i- r m , - .- -- v.>I~r'
B :&~.1/2y*'-~.K$ - T . ..
* ;"..- :. U 4.4.1.b 'Total HeatigIM LOGO. fto UE/TASFER'PbOLS aid STORAGE I U'kx o0 I Heat ýCcqputatims Refer.ence:
I N~-w I odL
)
.4 I
I source ., :....S.. ns-b... Late.....n.t I . . I.. Y L $e-* IO~L -I 4D96 0
]*; * ,',
~~oA &cVk
~:~v ~-t I 44.j-&~-~
'a
-4
-i II2~o I.
I.. I.
%,, (k1 1Q,"--c- . "A-,kA . ýr V\ oVe, -,
I. 7 0 T A L
.. !t1 rtIl r Le wo.:
ms
, i 6
I
- .%v..a?,aJs.t,~
POOLS -dSTORAGE PIT - - Load for: FIJL/TRM$F SPEN 4.4.1.b Total fleatlrWg C*. I.*.*:..
'sj :~lTh~y nea
- j Referenc.j C~UtatJon.
I Swaible j Latent
* . I II (~). I (~-~
-I
,az I
\ .9p ir rJ*
I to1 0 0 G~\\A A1%C 0
-4 0
=723 *1
*I I.
*I O T A L..."
. .bT File ". .. ". .
"""." ": " ". -. ."=
Fi~e NO. :441b. FW r3" _. U2
Conpitati ons (ý-D ") (Zo a "^, \-\ 0'%S..ý -v-., GOv
+/- 7 , 76 KH
- o. cs C-r- s T-c . !ý . ý'ti )
7 772.i1 -3 Fv 041-1-ýVl Uý (o 01-7 7 S-o (Q-004 At w e~-i o -) 4 (-. a -A k CK,.Zl 4ýk \ý\ rk \JA , (?-ju-TOT A L
W W z0 0 4.4.2.a Transmission Wi@160 Load for: FUEL HANDLING LAYDOUN AREA >C Space/Room Barrier Transmission S Load M Thickness Length/ W~idth "Am KU Normt/Emergency Node Type Height Area Factor Remarks (in) (ft) (ft) (sqft) ta tR Td m, qT r-4 Roof 20 30 92 2760 .383 0 60 -60 -63425 /-63425 E North WaLt E South WaLt 36 36 36 36 96 96 3456 3456
.260
.260 0
0 60 60
-60
-60
-53914
-53914
/-53914
/-53914 EL 1291I10u EL 129' TO EL 165'-10 TO EL 1651-10
< F0 3-.. -n 4
E North Watt 20 15 96 1440 .425 0 60 -60 -36720 /-36M0 EL 165' TO EL 180' 0l<
> 0.
E South Watt 20 15 96 170 .425 0 60 -60 -36720 /P36720 EL 165'-100 TO EL 180'-9" ~*(D 0-. E West Watt 36 53 30 1590 .260 0 60 -60 -24804 /-24804 EL 1¶6'-8= TO EL 182,-8" to CM I~ C.0
~ I "11 z
P MM" z To t a 1 -2694% /- %96 0 12j qT:A*U*Td where: II-0 qT = Sensible transmission heat toad, STUN ta a Outside ambient or adjacent space design temperature, IF A = Area of barrier, sq ft tR = Space/Room design temperature, IF U = Coefficient of heat transmission, BTUH/sqft-*F Td = ta - tR, *F
'I NOTES:
- 1. Dimensions of space/room taken from Ref. 2.3.1, 2.3.7 0
- 2. E-Externat idaLL; 1-Internal watt 0 0
'-a i:::
Fite No. :;2a.FW3
-4
[71I i*IiI FUEL 'HANLING LYOMAREA Ccmutatiams i Reference Normt/~ Rode Latent 1
~ Sencible I I C~) Ir ~ %f--j Ize-co b ýA 01 s I-* \$.w
a w a 1 4.4.3.a Transmission 1 Load for: DECONTAMINATION PIT Space/Room Barrier Tr.alssion i Load Thickness Length/ Uidth NAN 1" " Normti/Emergency Node Height Area Factor Remarks Type (in) (ft) (ft) (sqft) ta tR Td qT E North Watt 36 30 23 690 .260 0 / 0 60 -60 /-60 -10764/-10764 lEast Watt 114 30 24' 720 .096 120 / 150 60 60 / 90 4147 /6221 T ot at -6617 /-6617 qT = A
- U *Td where:
.qT = SensibLe transmission heat Load, BTUN to = Outside ambient or adjacent space design temperature, OF A = Area of barrier, sq ft tR = Space/Room design temperature, "F U = Coefficient of heat transmission, BTUH/sqft-OF Td = ta - tR, *F NOTES:
- 1. Dimensions of space/room taken from Ref. 2.3.1, 2.3.7
- 2. E-External watt; I-Internal wall File No. :443a.FW3
p _ .
. ~.-,..
~.s'.-
w
- r* , i.*
,U 4.4.3.b Total Weating Load for: VE~lTANINATION, P IT-cw"
~~Heat~~~p C tation . . .
Source I I -~ [~ q
.1 m
..I.
I,
.1 I. !1
~:3 ~(D4,g-7 I I. -I I:
I-I. I. w 0 0I I. I I (-4 I 0 I NI-A0- C_ 0 I I I 1 I I I I l TOTAL FiLe No. :443b.FZ3 a
Ah Am w
- V 0
-I',
4.4.4.a Transmissionikuej'Load for: SUMP TUMNEL z
-4 Space/Room Barrier Transmission LOW Crn Thickness Length/ Width NAN Mormi. Node I Type Height Area Factor Remarks (On) (ft) (ft) (sqft) ta tR Td qT Floor 12 3 3.33 10 .352 42 60 -18 -63 / -63 Below grade; Pit E North Walt 69 4.5 3.33 15 .171 42 60 -18 -46 1 -46 Below grade; Pit <
-n 0_ >Ti -g
*-~ ~
E West Walt 24 4.5 3 14 .297 42 60 -18 -72 / -72 Below grade; Pit .- t.
~ m o..c Floor 66 5 74 370 .157 42 60 -18 -1046 /-1046 Below grade; tunel 1 m M M -4 (~ .1 E North Walt 69 8.50 5 43 .171 42 60 -18 -131 /,-131 Below grade; tumnel S0 * (~ -...
E South Wall 32 8.50 5 43 .297 42 60 -18 -227 /.-227 Below grade; tunnet ~. r
-. 0 E East Watt 115 8.5 74 629 .119 120 60 60 4491 / 6737 ta=150-for emergency Mode 5.
E West Watt 26 -8.5 41 349 .350 42 60 -18 -2196 /-2196 Below grade; tunnel Floor 72 29 7.75 225 .352 42 60 -18 -1424 /w1424 Below grade; Corridor E South Walt 24 30 7.75 233 .350 0 60 -60 -4883 1-4883 Corridor E West WaLt 30 30 24 720 .350 0 60 -60 -15120 /-15120 Corridor m ml M in To t a t -20653 /-18407 qT A
- U
- Td where:
qT = Sensible transmission heat toad, BTUM A = Area of barrier, sq ft U = Coefficient of heat transmission, BTUH/sqft-'f NOTES: 1. Dimensions of space/room taken ta =Outside ambient oradjacent space design tempertwUe, tR = Space/Room design temperature, "F Td =ta - tR, *F from Ref. 2.3.4, 2.3.7,.2.3.8 "F I.I I F1 0 I 0. N
- 2. E-Externat wait; I-Internal watt NI 10H File No.:444a.FV3
. .I
-4 a
.V. * '" **i!****:** * ' :l
ý.44b Total ReatiM 11 Load for: 5WTNE
'P.
-4(7 Jifr.~ 17Lta Rest source m
lI I-d tO~2 Qv k4 TOTAL i E Fite No.:444b.F,3 .
AIL w w z 0 o* 4.4.5.a Transmission Heating ý Load for: ELECTRICAL EQUIPMENT ROOM Space/Room Barrier Transmission Load d-I Thickness Length/ Width "Au "U" Mormt/Emergency Mode rn Type Height Area Factor Remarks (in) (ft) (ft) (sqft) ta tR Td qT E South Wall 120 13 25 325 .128 0 /0 60 -60 /-60 -2496 P-2496 E East Wall 72 13 17 221 .145 0 /0 60 -60 /-60 -1923
< 0 -4 1-1923 -z "11
-%,.~
-4, I-E South Watl 36 28 18 504 .260 0 0 60 -60 7862 /-7862 Corridor -'C,,
rt 40 m (0
~
.-. 0
;0 0~
~ 2'
'-I-m a
I1M m z m 2-To t a t -12281 P-12281 Nl 0 0 0: qT A* U* Td 0J where: I3 qT Sensible transmission heat toad, BTUH ta = Outside ambient or adjacent space design temperature, OF A = Area of barrier, sq ft tR = Space/Room design temperature, OF 0 U = Coefficient of heat transmission, BTUH/sqft-°F Td = ta - tR, °F 0 NOTES:
- 1. Dimensions of space/roo taken from Ref. 2.3.1, 2.3.7 03 83 0
M
- 2. E-ExternaL wait; I-InternaL wall H*
?0 Fite No.:445a.FW3 ~~1I1L C4L I
'Aptý in \\ecA GO\v~
S.. TOTAL
1 wr w 0 n 4.4.6.a Transmission 1 Load for: TRUCK BAY Z-4 40 inE Space/Room Barrier Transmission M Load z Thickness Length/ Width *A* Mir Normer Node Type Height Area Factor Remarks (in) (ft) (ft)f (sqft) ta tR Td qT E North Walt 36 70 -200- .229 0 60 -60 See Note 3 E West Watt 36 .6 -- 300.-- .260 0 60 -60 / See Note 3 E Door, West ---- 14 17 238 1.174 0 60 -60 -16765 1-16765 Telescopic metaL overhead E Door, North .... 7 3 21 .160 0 60 -60 -202 metal swing qT = A - U Td Tota 1I 40599 50500Q 1A where: qT Sensible transmission heat Load, BTUH ta a Outside ambient or adjacent space design temperature, OF A = Area of barrier, sq ft tR = Space/Room design teaperature, "F U = Coefficient of heat transmission, BTUH/sqft-IF Td= ta - tR, "F NOTES:
- 1. Dimensions of space/room taken from Ref. 2.3.1, 2.3.7
- 2. E-Externai waiL; I-Internal wall
- 3. wall height adjusted for door area File No. :446a.FW3
. I 1>..... II
-, L v . ~,- '-
4.4.6.b Totat.Heating Load for: TRUCK. SAY 7Z I C*Jo 01 Heat source j ICouainf Rieference I JSenstib I ttent II -00 I I.. I iI I m I.
-3Zq80 I _ I ki:%.CaC, 0m- -n -4 I . I -~2~8O M -9 I I U2 0~
I I 00
'U>.. 1i}~ I .3.
14 ~' I 897J I I I I I' I I "n 0 I I m A I I I 1 I I I 0 0 0 0 0 -J W~ FA 0 Of' I I TOTAL
-1 File No. :4/+6b. FWr I
Fl te Ho. :446b.FW3
' 0 " pi.,:
4.4.6.b Total HeatigI M~ Load for: TRUCK SAY 1wa ZI-e
// o Reeec I-rtentL/EerurcYNd Z~
C.
-ource Heat -aua~u ISen-ib lL atent.I i
**-I ~~V kA T -.... : -- . -. I .X .".-; II. . " I _..-4
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= t, \ 9ý-
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32- 17ef
=~
I2~
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~1L~:. U lmmh...
4.4.6.b TotaL Nestin Load for: TIMC. SA I
....-. J CqutionsJRfreo Sat. [ Lotetit Heat -
source Jj (~) .1 (40" I -
!20
- I N'¶\~N~ * .1 Qa m
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0 16-1 ~o\x. 4\~-~. co-~.- ~\ 0 T A L 1-File No.:446b.FW3
A I4.4.6.b Totat Heating for:
'.,Lad TRU. SAY Irttin I Se~lbe jlatent, -0 I jNS) (q) I xz m
ti I-i7 Z 4,4 N6c* Lea,LVe.s CL V.O-Qte- A,V74 \,V, ~,%AW~CA;. A S,k,\)-- N V-0 %OA C-IrZYc Ic o J?~,% Z LQ(I.r-7 ) FCi-l L-Qk-OC- t{ICA A 1ý3,4 * ý 2 S" 0, - := -ýý I x vt IR <9 0 TOTAL
.4.4.6.b Total ff" r1 o Load for, TRUcK SAT - I
.. ,..-~.'-
- ~
~a~f o A I!i
- I ~I *.
-go satis-I I I II I I I--. 1 I ,I I 4A~'C
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- 2~~tL~ CF T-fls IS A SOLID R L L UP P)0oo- NO LEAVIE-T 0 T AL
m 1~ 4.4.6.b Totb, Ang A. W Load for: TRUCK BAY 0 U 0 Norms t/Emergency Mode z-40 0 meat Computations Reference 1 Source j., s. s we SensIbte Latent Z> I I I (qS) (qL)
% in4rn
>C:
Z-4
.rx "z.,\
x 0, ýA Z \, k, 0 ". ý C.( \ e 'A \ýý - (~z\~ ~&) (;LX I C', \ *\,ý, . w %
-2zý CA r L
\
,3ACo0.
e oAl.
- ~ J Z,~J~ /v*ý. . I.7 57-+* '4- 1 2j C
C-) 0
-J 0
it TOTAL Fi!.e No. :/-./6b. FU3
Computet fons 1460 T / - 85"740 9f TOTAL
mmmmmmmmmmm a .... amm*m m 8 0 0 z> 4.4.7.a Transmission 41 Load for: STORAGE AREA
'i W--
z_ Space/Roam Barrier Transmission O Load Thickness Lenth/ Width RAN at) Norse M dr-Type Height Area Factor Remarks -4l Cin) (ft) (ft) (sqft) ta tR Td qT E Soth WatL 36 65 -0* 49o __ 26 0 60 1-6o See Note 3 E vest watt 36 6 2c, -4W.2o '260 0 60. -- 60 See Note 3 E Door, South .... 7 3 21 .156 0 60 -60 -197 / -197 metat swing E Door, West .... 12 9 108 .156 0 60 -160 -¶01 M-010 Telescopic metal oer**. qT = A U
- Td 7,Tota L -3'5-r'i-'344at tA I
where: qT = SensibLe transmission heat Load, BTUff ta = Outside mbient or adjacent space design temperature, OF A = Area of barrier, sq ft tR = Space/Room design temperature, IF U = Coefficient of heat transmission, BTUH/sqft-IF Td = ta - tR, "F NOTES:
- 1. Dimensions of space/room taken from Ref. 2.3.1, 2.3.7
- 2. E-ExternaL walt; I-InternaL wall
- 3. *alt height adjusted for door area Fite No.:447a.FIJ3 S-- . . -
Conputations 14(o-.f C-aitv LN N.,
\;:j ~,. \
mo \~ TOTAL
- 2 ~ 1%..., .*~a.*j ~ ~ J r4.7bTOWa Heat~frg.* Load foir: S~EAE I I I III III I II II I I I I
.CGmjaiioms* Rjefereioe' Seiible j: Latent I (ci) I C-t(O ev7A f cf 3 .L6(
o - 2,14 W SOL I 7
ý,ý--0,V.Qýkl "A\
\J~
a lz C &cc,ý t;ý, ý -ý - 6 v ýý (ýý[c, rsa a CA r- j d,ý. ccp.~,, -ý 2z (j 2 ,q) =.2-1 TOTAL
Caputat iorns (QL -, ) = 2 - i * -ý C'Q "' lo' a ý>5-
= S5 ;%, C
° A
.= \2ff c I"
'0-k3O 10- 2ý) ý-
f N. " 3-ýt 6L 5o&'cI _yoII kp clo,-r No eave-s TOTALL I . , I Fite No. :446b.FW3
- M 4.4.7.b Aeeating &m Load for: w V
z 0 STORAGE AREA IINormatl/Emergency Node Z> Reat Comptations Reference J Cr, oc, IIISource j CtSensible I (q S) j Latent (qL) I
*0
+Z z-
] . ... I 0 COL m
< o0 -I
-4 I-m
.I.. I Ln
-6 I L C,/'
Q, \Iz 0 15 2 Z
~-7.4.
"7.4- I- 1p
_._n. z 0 I I I I I
-2 IT 0 TA L NI tio
. i 4
z m Fite No. :447b.FW3 in
-4
Tot&, .L.'t : or... STO- AGE AR.A... 4.4.7.b __ _1 CmqItdCam Itiference-,I t Hea . Sesbj Ltt Source
*1-t 0.0 1,~
*- f\ XOO I- ~Co\~-k,. N m
Ss:~ o-~. I. Fc4~ &- ~
'; UC~
Aw Ok7 (556 f-2~5~f-4~)~ 6~~f CFM 8Gcr Rea-1VI -1 \'vA (ýr 14
ýL -C 66~1 TOTAL FiLe No.:447b.FW3
4.4.8.a Transmission it Load for: VENT SAMPLING ENCLOSURE Space/Room Barrier Transmission 0M Load Thickness Length/ Width "N' nU" Normal Mode Type Height Area Factor ...... Remarks (in) (ft) (ft) (sqft) ta tR Td qT Floor 6 6.75 14.8 100 .352 42 60 -18 -631 / -631 grade Roof 1.5 7.25 14.8 107 E North Watt 1.5 ---- .... 26 4-. 0 60 -60 -6f See Note 3
.... ... ~ !-Ile
~.
2 -.I 0 -* ¢ 1,South Wall 1.5 -- * ---- 59 Xao 60 -(' -4 5e Note 4 - I
-F East Watt 28 10.50 14.8 155 .331 ,g60' 60 -;K0 -* o 5--"e -z gofe5 E WestWatt 1.5 7.50 14.8 72 .96a 0 60 -60 - ,*,/_ see Note3 E Door, North ---- 6.50 5 33 .160 0 60 -60 -312 /-312 E Door, West ---- 6.50 6 39 .160 0 60 -60 -374 1 -374 To t a t -8 fI-228W-qT A
- U Td 3~137/-,3137 where:
q7 Sensible transmission heat toad, STUN ta = Outside ambient or adjacent space design temperature, IF A - Area of barrier, sq ft tR = Space/Room design temperature, "F U a Coefficient of heat transmission, BTUH/sqft-*F Td = ta - tR, °F NOTES:
- 1. Dimensions of space/roam taken from Ref. 2.3.9
- 2. E-Externat watt; I-Internal wait
- 3. Walt area adjusted for door area File No.:448a.FW3 I : , j
4..4.8.b Total Heating LOaW for: VENT SANPLINGENVLOP.RE
- DI~.. .
I I Ii caqtatians Ref eterice
,ecnsibe . Latent i * * . .. .- * " :, *. " *. .. . I ,. " , .,I '
",, l , . .. J 4.
ti,,r 4o-ý let~
. qqV I' b A w~e.
TOTAL
4.4.8.b Heat Source ToW-- Heating O Load for: VENT SANPLING ENCLOSURE Computations w I j I Reference I I I I NormriaEmergency Mode SensibLe (qS) .. Latent (qL) I 0-zqC, icf w 0 O> ZA4p ký ")\" '-' A\ ~ V
.- ýC I- <
"A I I I :
- GI ý \rN ,, va 'ý,k I0
(ý.ýý-.1ýS7
), .1 0
I 0
-,4 0
TOTAL TO0TA L FiLe No.:448b.FW3
Coaputeti ons \rýov N 00, Iv 7 3-IIa-~ AOvey bY I ILn 40YI
=40-TOTAL
Ah I VENT SAMPLING ENCLOSURE ~.4.8.b 4.4.6.b Totqa Heating N Load for: VENT SAPLING ENCLOSURE I I 00 Normat/Emergency Mode Computations oC,
-I-z
>Q rn z-I ca 0
-I cb
$a-~ c~4#~Weisv-l~ ~~ S+Cd~-re4 in P"-ac, 73
+ ,tTLcalc~d~a~
4he. IeaI.tJ Con -s le)ac sac vs wv,4v-o-0ý,x . 0 Lii
\\,\ - ',ý. -z-&r 0
w Iii 0 0 H
-I--
TOTAL File No.:448b.FW3 I
I. w 4.4.8.b Total. Heating f Load for- VENT SAMPLING ENCLOSURE o
-0' Norma i/Emergency Mode Heat Coqiutat ions Source Reference z 0r Sensible Latent (qS) (qt) ;
<+
X2: m M.
-I
,Z.-3) 1.= -4 Sm
< -e S0
'I. (0 CL I. ~ ' Vv. J I ~ I~ ~ ~ 1 !o.8 10 8 I .iz.~2PjI~4 12.21 I m z
I-rt O 0j, I I, 'I 9 m
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SI I~~~~ I T A ~L 0~- - 0 0 5-m File No. :448b.FW3 ýýj 0n m.n
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4.4.8. b Tott H etihg MLoad for: VENT SAWmiMG 0S1. o nats 1 SJibO Z" 7o~~~ (~) coo xI
.41 .
*1~
22~.
- AO-~
+
103
\-N~ ~
10.3 ( \.k ý6 c>
-76r,90 TOTAL
m TITLE L.~ TITLE FHV Sys Htg/Clg Load & 4OP * "
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* .. II . . . . I , T E.I JI .Ul JDA NOTE:, THE TRUCK BAY EXHAUST FAN 1VHE23 HAS BEEN REMOVED PER DCP I.EC-3278. THE]TRUCK BAY AREA IS OPEN TO THE FUEL POOL AREA THROUGH A.1O'X30' RECEIVING HATCH IN ITS CEILING AT ELEV. 130'. THE OPENING CAN BE CLOSED BY FLOOR PLUGS BUT THERE ARE NORMALLY' LEFT REMOVED. BECAUSE OF THE LARGE.
ýHATCH OPENING, TRUCK BAY CAN BE CONSIDERED A PART OF FUEL BUILDING PROPER. THE COOLING LOAD OF TRUCK BAY AREA IS ADDED TO FUEL HANDLING BUILDING COOLING LOAD TO CALCULATE THE SPACE TEMPERATURE (SEE PAGE 78).
4 DE-APZZ-0002(Q) ATTACHMENT 2 05"32Z7 tOM 9-9i
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, Il Issue date 0 STATUS OF INFORMATION (This information is approved for use Design information, approved for use, that contains assumptions or is preliminary or requires further verification (review) shall be so identified.)
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- BU I I I I I IONI DISTRIIBUTION. I
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CALC NO. S-1-M-VNDC70 6 Revision No.: j1.0 SARGENT & LUNDYFR .or... L Date," MEMORANDUM OF 9 0 [//iL! TELEPHONE CONVERSATION Date:.__________ Time: 0 e 1-7. Person Called: A C () C"- of__________ _ __ __ (Name) (Company) PersonClbeallng OSLL- 1___ of __
- (Name) (Company)
Project: Ct-f-- ' '.Sl Project No. 8 "0 Subject Discussed:- 1 .JLgi?- Summary of Discussion, Decisions and Commitments:
- zV
" S~pVature File: W*o - /
w) a a a a a m z "11
-4 0 0 TABLE 16 c 0 0m PIPING HEAT LOSS m m c UNINSULATED PIPE 0
4 m AMBIENT TEMPERATURE 104 DEG. F. 0 ci) z EM?4SIVXTY OF LAGGING .85 m (PIPE HEAT LOSS VALUES ARE 8TU/HOUR-FOOT OF PIPE. LENGTH) z
-4 z
0 I-1 NOMINAL PIPE OPERATING TEMPERATURE (DEG. F.) PIPE 0 SIZE 200. 300. 400. 500. 600. 700. 800. 900. 1000. 1100. z (IN) m .50 63.2 159.4 285. 1 444.5 643.6 889.5 1190.5 1555.4 1994.2 2517.5
.75 1.00 76.6
- 93. 1 193.5 235.5 346.7 422.7 541.7 662.0 786. 1 962.7 1088.9 1336. 1 1460. I 1795.2 1911.2 2354.0 2454.4 3028.0
'3103.0 3833.9 c-I-1.25 i.50 114. 1 128.4 288.8 325.2 5*19.5 585.6 815.2 920.2 1189.2 1342.9 1652.7 1870.1 2224.9 252015 2922.8 3314.5 3765.8 4274.4 4775.2 5424.6 A:
2.00 156. 1 395.9 714.3 1124.7 1644.g 2295. 1 3099.0 4082.0 5272.3 6700.0 CA 2.50 184.7 468.8 847.2 1336.4 1957.8 2736.5 3700.6 4881.3 6312.5 7601.6 8031.0 3.00 219.8 558.3 1010.6 1597.0 2343.7 3281.4 4444.4 5870.7 9681.9 4.00 274.7 698.4 1266.9 2006.7 2951.6 4141.3 5620.0 7436.6 9644.3 12300.7 5.00 331.8 844.4 1534.4 2434.9 3588.2 5043.2 6854.9 9083.6 11795.3 1.5061.2 u.m 6.00 387.8 987.8 1797.5 2856.8 4216.4 5934.5 8076.8 10721.3 13961.8 17866.3 8.00 491.3 1252.9 2284.7 3651.8 5429.5 7681.9 10493.6 13957.9 18176.6 23259.9 10 00 599.1 1533.1 2833.7 4551.5 6767.2 9574.5 13078.9 17396.8 22654.9 28990.7 12.00 698.9 1818.4 3360.9 5398.3 8026.2 11355.8 15512.2 20633.4 26869.8 34384.3 14 ..00 764.6 1996.6 3690.4 5927.5 8813.1 12469. 1 17033.0 22656.3 29504.1 37755.3 16.00 873.8 2281.9 4217.6 6774.3 10072.1 14250.4 19466.3 25892.9 33719.0 43148.9 18.00 983.0 2567.1 4744.8 7621.1 11331.1 16031.7 21899.6 29129.5 37933.9 48542.5 20.00 1092.2 2852.3 5272.0 8467.9 12590.1 17813.0 24332.9 32366.1 42148.7 53936.1 24.00 1310.7 3422.8 6326.4 10161.5 15109.1 21375.7 29199.5 38839.3 50578.5 64723.3 26.00 1419.9- 3708.0 6853.6 11008.3 16367.1 23157.0 31632.8 42075.9 54793.4 70116.9 30.00 1638.3 4278.5 7908.0 12701.9 18885.1 26719.6 36499.4 48549.2 63223.1 80904.1 w Cn 12. 00 1747.6 4563.7 8435.2 13548.7 20144.1 28500.9 38932.7 51785.8 67438.0 86297.8
~ 36.00 1966.0 5134.2 9489.6 15242.2 22662.2 32063.5 43799.2 58259.0 75867.7 97085.0 1'1 38.00 2075.2 5419.4 10016.8 16089.0 23921.2 33844.9 46232.5 61495.6 80082.6 102478.6 tQ 'I) ci z 42.00 2293.7 5989.9 11071.2 17782.6 26439.2 37407.4 51099. f 67968.8 88512.3 113265.8 4S .00 2621 .4 6845.6 12652.8 20323.0 30216.2 42751.3 58399.0 77678.7 101157.0 129446.6
- 0. 52.00 2839.8 7416.1 1370:7.2 22016.6 32734.2 46313.9 63265.6 84151.9 109586.7 140233.9
'~,
0 1~3
- 1, 11
- i- I
CAM. NO. S-1-M-ONC-070ro Revision No. 0 ae USER'S MANUAL VFR~c14?r Date: Page ý-~ - o "TTACP MMT '4
-- ('\-oOF-HVAC HEATING AND COOLING LOAD PROGRAM (LOADHVAC)
S&L PROGRAM NO. 09.5.041-2.3 PROGRAM AUTHOR: H..F. Behls SARGENT & LUNDY ENGINEERS June 1990 PLOAD-HVAC
* "LC,.No. 8-I-FHV- 070-Or re I' lot No.
MM-or: RR/iEN -'P Datei Page_2 v 0i
- 1. ASHRAE (American Society of Heating, Refrigerating and Air-Conditioning I Engineers) Handbook, 1972 Fundamentals Volume, Chapter 22.
- 2. ASHRAE Handbook, 1981 Fundamentals Volume
- a. Chapter 22, Ventilation and Infiltration
- b. Chapter 23, Design Heat Transmission Coefficients
- c. Chapter 24, Weather Data and Design Conditions
- d. Chapter 25, Heating Load
- e. Chapter 26, Air-Conditioning Cooling Load
- f. Chapter 27, Fenestration
- 3. Brick Institute of America, Technical Note 430, Sept/Oct, 1980.
- 4. W. Rudoy and F. Duran: Development of an Improved Cooling Load Calculation Method (ASHRAE Transactions, 1975,. Part II, p. 19).
Note: Paper is basis of ASHRAE's Air-Conditioning Cooling Load Chap0ter::.- . in ASHRAE's 1977 and 1981 Handbooks.
- 5. R. H. Heilman and R. W. Ortmiller: Effective Solar. Absorption of. Variousi.;
Colored Paints (Heating, Piping and Air-Conditioning, June 195P).
- 6. Federal Cement Products, Inc.
- 7. National Concrete Masonry Association :."' " .*:'
- a. TEK 2. Estimating U-Factors for Concrete Masonry Construction
- b. TEK 97, Design of Solar Energy Walls with Concrete Masonry.
- 8. Portland Cement Association, Bulletin D114.
- 9. S&L Form 1709-I, Metal Siding, Roof and Interior Wall Work.
- 10. S&L Form 1727-F, Masonry Work.
- 11. S&L Form 1729-F, Roofing Work.
- 12. S&L Form 1732-G, Swing Hollow Metal Door and Door Frame Work.
- 13. S&L Program No'. 09.5.021-1.1, Single-Zone Heating and Cooling Load Program by H. F. Behls, June 1982.
- 14. S&L Program No. 09.5.041-1.1, Multiple-Zone Heating and Cooling Load Program by H. F. Behls/S. A. O'Connell, June 1982.
- 15. S&L Program No. 09.5.192-1.0, FORTRAN IV Program to Calculate z-Transfer Functions for the Calculation of Transient HeatTransfer through Walls and Roofs by G. P. Mitalas and J. G. Arsenault, National Research Council of Canada, Ottawa, June 1972.
PLOAD-HVAC REF-I
CA..M No. 6-t-FHV--DC-070 1 Revision No. A0. Originatom: VFR/I'H'K. Date:- 5-tg"11
. Date: -1 Page 2 Load Estimating (Carrier Corp., NY, 4 (Ž
- 16. System Design Manual - Part I:
Table 3, page 1-19, 1960).
"1
- Heating, Cooling and
- 17. .8.Anderson and M. Riordan: The Solar Home Book Inc., Andover, MA, Designing with the Sun (Brick House Publishing Co.,
- p. 285).
Solar Design
- 18. Passive Solar Design Handbook - Volume Three: Passive of -Energy, Laboratory, U.S. Department Analysis (Lost Alamos National
, DOE/CS-O127/3, July, 1982). PLOAD-AVAC REF-2
SECTION B CALC. No. S-k-F-NDC-070 5 Revision No. 0 Originator: DateI S.i*! CODE TABLE - EXTERIOR WALLS WFRNOX: Date, - I'-u Page 0o /4r- A 1 Az: 81 - METAL WALLS: Code U-Factor (Btu/Hr-Ft 2 -°F) Nunmber Wall Construction Summer Winter Preengineered Metal Building .072 .073 (Form 1711) with Insulated Steel Panel (Interior) AO, Outside Surface Resistance Al, Steel Siding 82, 3" Insulation (Blanket) B3, 1" Insulated (Rigid) Metal Panel Al, Steel Panel EO, Inside Surface Resistance 2 Preengineered Metal Building .090 .091 (Form 1711) with Drywall AO, Outside Surface Resistance Al,j Steel-Siding B2, 3" Insulation (Blanket) El, 5/8" Drywall EO, Inside Surface Resistance 3 Uninsulated Metal Siding .982 1.17 (Form 1709) AO, Outside Surface Resistance Al, Steel Siding EO, Inside Surface Resistance 4 Insulated.Metal Siding .144 .148 (Form 1709) AO, Outside Surface Resistance Al, Steel Siding B1, 1/2".Air Space B2, 1-1/2" Insulation (Blanket) Al, Steel Panel EO, Inside Surface Resistance PLOAD-HVAC A-9
CALC. No. S-t-FHV-MDC-070 g Revision No. 0 Driginator: 4 Date:t B7 - CONCRETE WALLS, CONT'D: VFROCH.M W Date-:*." iq-w--t Page \t0
- O - -
2 _-F) we- ' 'Code U-Factor (Btu/Hr-Ft Winter Number Wall Construction Sunmmer 42 42-in. Concrete .221 .229 AO, Outside *Surface Resistance C4, 42" Concrete EO, Inside Surface Resistance 43 48-in. Concrete .199 .206 AO, Outside Surface Resistance C4, 48" Concrete EO, Inside Surface Resistance 44 54-in. Concrete .181 .187 AO, Outside Surface Resistance C4, 54" Concrete EO, Inside Surface Resistance 45 60-in. Concrete .166 .171 AO, Outside Surface Resistance* C4, 60" Concrete EO, Inside Surface Resistance.
.157" 46 66-In. Concrete .153 AO, Outside Surface Resistance C4, 66" Concrete EO, Inside Surface Resistance 47 72-in. Concrete .142 . 145 AO, Outside Surface Resistance C4, 72" Concrete EO, Inside Surface Resistance 48 .78-in. Concrete .133 .136 AO, Outside*Surface Resistance C4, 78" Concrete EO, Inside Surface Resistance 49 84-in. Concrete .125 .128 AO, Outside Surface Resistance C4, 84" Concrete EO, Inside Surface Resistance t
r PLOAD-HVAC A-21
CALC. No. No. 8-f -H-WNC-070.; Revision . SECTION C Originator: Date: 58 e CODE TABLE - ROOFS Page W YFR/12{: L2T i-1TDae: C-w Z F+8 Cl - METAL ROOFS: 2 U-Factor (Btu/Hr-Ft ,°F) Code Summer .,Winter ._. U.-1k. o ^s r^netv"rti^n
.126 .134 3 Preengineered Metal. Building (Metal Decking with 2-In.
,...Insulation (Form 1711)
-A,. Outside Surface Resistance Al, Steel Decking 8.2, 2" Insulation (Blanket)
EO, Inside Surface Resistance
.798 1.29 2 Uninsulated Metal-Roof
'Same as Siding (Form 1709)]
AO,.,Outside Surface Resistance Alo, Steel Decking ED, Inside Surface Resistance. 0::-, ." .140 .150 3 Ul ted Metal Roof T.i.[ as Siding (Form 1709)1 A9, Outside Surface Resistance il Al,.Steel Siding (Decking) U8, 1/2, Air Space 8.2,'1.5 Insulation (Blanket) A.Steel Panel ED, Inside Surface Resistance
.276 .318 4 Metal Decking with Temporary Insulation (Form 1720T Surface Resistance
- E3, Outside AD, 3/8" Felt B3, 3/4. Insulation (Rigid)
Al, Steel Decking EO, Inside Surface Resistance
.140 ... .150 5 Metal Decking with Permanent Insulation (Form 17BT AO, Outside:Surface Resistance E2, 1/2', Gravel E3, 3/8" Felt B3, 2" Insulation (Rigid)
Al, Steel Decking EO, Inside Surface Resistance PLOAD-HVAC A-22
CALC. No. No. Revision 8-1 0 -FW-NDC-070 5" Or'inator: _ . Date: - 1t- 0I1 B7 - CONCRETE WALLS: Page _ o -D+/-3= Code U-Factor (Btu/Hr-Ft_-°F) 16 Number Wall Construction Summer Winter 34 6-in. Concrete .659 .740 AO, Outside Surface Resistance
.C4, 66"Concrete EO,. Inside Surface Resistance
.35- 8-In. Concrete .593 .658 AO' Outside Surface Resistance 1C4, 8" Concrete
. EO, Inside Surface Resistance 36 10-in. Concrete .540 .593 AO, Outside Surface-Resistance
' C4, 10" Concrete EO, Inside Surface Resistance 37 *2-In. Concrete .495 .540 AOutside Surface Resistance
. C4' 21"Concrete.
0,JO."Inside Surface Resistance 38 - 18-In. Concrete .397 .425 AO, Outside Surface Resistance
'C4, 18" Concrete EO, Inside Surface Resistance 39 24-In.. Concrete .331 .350 AO, Outside Surface Resistance C4, 24" Concrete EO, Inside Surface Resistance 40 30-in. Concrete .284 .298 AO, Outside Surface Resistance C4, 30" Concrete EO, Inside Surface Resistance 41 36-In. Concrete .249 .260 AO, Outside Surface Resistance C4, 36" Concrete EO, Inside Surface Resistance PLOAD-HVAC
cICAM No. Revision No. , 08-1-FHV-MC*-070 5 Ori iDtatoe; Date: S 1*I WO Date: t WALLS: ,ý_ - CONCRETE INTERIOR U-Factor (Btu/Hr-Ft !-F). 2 i Az jz Code Interior Number Wall Construction
.535 42 6-in. Concrete, Both Sides Unfinished
- EO, Inside.Surface Resistarce C4,. 6" Concrete EO
. Inside Surface Resistance
.491 S43 8-In. Concrete, Both Sides Unfinished
- EO, Inside Surface Resistance C49 .8" Concrete EO, Inside Surface Resistance
.454 Sides 44.. 10-In. Concrete, Both
- )*~r ... ;.Unfinished Inside Surface Resistance 00" Concrete 1C4.
..- EO.I~nside Surface Resistance 422 W4~ ~A*4i%_';*ncret0,-Both Sides usished
'ntide Surface Resistance InieSurface Resistance Sides .348
,~W~3/4*.*6 18 in. Concrete, Both Unfinished r-%, Insluu Surface Resistnce C4. 18" Concrete EO, Inside Surface Resistance
.297 47 24-in. Concrete, Both Sides Unftni shed EO, Inside Surface Resistance C4, 24" Concrete EO, Inside Surface Resistance
.258 48 30-in. Concrete, Both Sides Unfinished EO, Inside Surface Resistance C4, 30" Concrete EO, Inside Surface Resistance PLOAD-HVAC A-52
D7 - CONCRETE INTERIOR WALLS, CONT'O: 2 -°F)
- Code U-Factor (Btu/Hr-Ft Number Wall Construction Interior 49 36-in. Concrete, Both Sides .229 Unfinished CPiC. No. 6-1-FHV-NDC-070 S Revision No.
Originator. Da e Dates EO, Inside Surface Resistance C4, 36" Concrete VFRCIC: Date: EO, Inside Surface Resistance Page !S.... .4-57Az.._ 50 42-in. Concrete, Both Sides. .205 Unfinished EO, Inside Surface Resistance C4, 42" Concrete EO, Inside Surface Resistance 51 48-in. Concrete, Both Sides .186 Unfinished EO, Inside Surface Resistance C4, 48" Concrete EO, Inside Surface Resistance 52 54-in. Concrete, Both Sides .170
-Unfinished
.157-.,*** .
EO, Inside Surface Resistance C4, 54" Concrete EO, Inside Surface Resistance 53 60-in. Concrete, Both Sides Unfinished EO, Inside Surface Resistance C4. 60" Concrete EO, Inside Surface Resistance 54 66-In. Concrete, Both Sides .146 Unfinished EO, Inside. Surface Resistance C4, 66" Concrete EO, Inside Surface Resistance 55 72-in. Concrete, Both Sides .136 Unfinished EO, Inside Surface Resistance C4, 72" Concrete EO, Inside Surface Resistance PLOAD-HVAC A-53
VD7 - CONCRETE INTERIOR WALLS, CONT'D: 2 U-Factor (Btu/Hr-Ft -°F) W'de f. Interior rtu,,
,ii, rvv,,*--, .....inn
-- w 4-111Mllli.ill*l W~illJ~ V..---------
.127 56 78-in. Concrete, Both Sides
.Unfinished UU.. Nio4 8- I-FWV-tC-070 Revision~ No. 0 ED, Inside Surface Resistance Dr*i inator: AC 'Date; T218-!
Date* -w: C4, 78" Concrete VFRJOI(: Page .%.... ED, Inside Surface Resistance
.119A 57 84-In. Concrete, Both Sides Unfinished ED, Inside'Surface Resistance C4, 84" Concrete ED, Inside Surface Resistance
.344
.58 6-In. Concrete, .One Side
..:.Finished EO, Inside Surface Resis tance
-+ C4, 6. Concrete
. *.1*, Air Space
" '".',,Inside Surface Resii stance
.326 59 I8 onConcrete, One Side Tinished EO, Inside Surface Resi, stance C4, ý8, Concrete
'81-,IsAir Space 11, 5/8" -rywall ED, Inside Surface Resi~stance
.309 0 in. Concrete, One Sidie Finished ED, .Inside Surface Resistance C4, 10" Concrete B1, 1" Air Space El, 5/8" Drywall EM, Inside Surface Resistance
.294 61 12-In. Concrete, One Side Finished ED, Inside Surface Resistance C4, 12" Concrete B1, 1" Air Space El, 5/8" Drywall EO, Inside Surface Resistance PLOAD-HVAC A-54
SECTION E CAM. No. S-t-FHV-M-070 Revision No. 0 Oinator:Lj Date:. CODE TABLE - EXTERIOR DOORS PageMC actor (Btu/Hr-Ft 2 -°F) Code Nu*mber Door Construction Summer Winter 1 Insulated Metal Swing Door .156 .160 (Form 1732) AO, Outside Surface Resistance Al, Steel B2, 1-5/8" Insulation (Blanket) Al, Steel EO, Inside Surface Resistance 2 Telescopic Steel Overhead Door .982 1.174 AO, Outside Surface Resistance Al, Steel EO, Inside Surface Resistance 3 Wood Overhead-Door .366 .390 AO, Outside Surface Resistance B4, 1-3/8" Wood EO, Inside Surface Resistance 4 Glass Door 1.04 1.13 1/4" Clear Glass Sa PLOAD-HVAC A-57
SECTION F =ACNo. S-1-FW-NDV-o7o15 Revision~ No. Oiinatol': A4 Date: S-8-q CODE TABLE - FLOORS VFR/VMI(: D Page _Z1_A4jjoT F1 - CONCRETE FLOORS U-Factor (Btu/Hr-Ft _*0. Code Summer Winter Number Floor Construction
.581 .427 1 6-in. Concrete Floor EO, Inside Surface Resistance C4, 6 Concrete Al, Steel Decking EO V.Inside Surface Resistance
.530 .399, 2 8-in. Concrete Floor EO2 Inside Surface Resistance C4, 8" Concrete A1, Steel-Decking EO, Inside Surface Resistance
.487 .374
*: 3. Concrete Floor
.-EO,* Inide Surface Resistance
" *4 *C*O A1::::. Concrete Steel! Decki ng
- Surface Resistance
-Inside
.450 .352
- 4 l-2in.; Concrete Floor 10' Inside Surface Resistance C4, :12 Concrete
-Al, .Steel Decking
-EO, 'Inside Surface Resistance PLOAD-HVAC A-58
SECTION G CAM.C No. S-1-FWJ-MC-07O 5 Revision~ NU 0 CODE TABLE - CEILINGS GOriinatom ~ Date; -1,1 GI - CONCRETE CEILINGS: Code U-Factor (Btu/Hr-Ft 2 -°F) 1(o1 i Number_ Ceilinq Construction Summer Winter 1 '6-In. Concrete Ceiling .427 .581 EO. Inside Surface Resistance C4, 6" Concrete-
- ,E()B
.Stel Decking Inside Surface Resistance 21 8-In. Concrete Ceiling .399 .530 EO, Inside Surface Resistance C4, 8" Concrete WAl, Steel Decking
.0."EO,Inside Surface Resistance 10-... .!O,:Concrete Ceiling .374 .487
-EOInside Surface Resistance ZC4, 102 Concrete
.A. Steel Decking
., Inside Surface Resistance
- 14. 1-in. Concrete Cei-ling* .352 .450 10j..:Inside Surface Resistance
-.C4,' 12" Concrete A1, 'Steel Decking TO, Inside Surface Resistance PLOAD-HVAC A-60
TITLE 1 NO. *S-1-FHV-MDC-O705 SHEET FHV Sys Httg/Clg Load & REFERENCE tll 0 P Airflow Determ Calc-Unit DE-CB.FHV-0021 (Q) OF 4
- CALCULATION
. ORIGINATOR DATE V,_L, gLia..
, I L
L CONTINUATION SHEET VFR or CKR J DATE ý2. r A7TAO.*HMENT t~iw W(A otxc'- cw C
~XI ~
4.: ~ '4.
- 1
.. 4..* " * **"!
I OL oY - * -z-A-o -oL 4 9l ( ,t> 14 LA-.e,
-0 c-c- 'I.
L. * \., -*-7
- 2. - V jL )'
I, V 5-o -,C I {rfu" ri "2..
TITLE i'D'No.
- s- -FHV-MDC-O7O7 sP FHV Sys Htg/Clg Load & REFERENCE Airflow Determ Calc-Unit I DE-CB.FHV.OO'21 CALCULATION* ORIGINATOR AE
- _., . *.....
DATE -__ CONTINUATION SHEET VFRorCKR IDATE A TT A-ý I p'54.5 Sr
-RDv a-I ý ýx q0-" b'L"l 4)4 4. 00
- It~~t c-~,A ueý OA- bI .-qo ----
-+f uvo II I
P.2 A'TTkcHMEWT-r p
!5k ee+ 14 1 Heat Gains for Thick Walls and Roofs Simple calculationmethod extends A SHRAE methodology to heavierconstruction.
External walls and roofs of wall and roof constructions used in simple calculation procedure thac buildings gain heat through commercial buildings have been extends the ASHRAE methodol-convection from outside air as listed in the ASHRA.E Handbook. ogy to such heavy constructions. well as by radiation from the sun. These are limited to about I ft This procedure and its basis are This heat is transferred to the thick concrete walls and 6 in. thick briefly described in the following. building interior by conduction concrete roofs. While this range is through the walls, which also alter- quite adequate for commercial Research nately store and release heat. Thus, buildings, much heavier construc- The one-dimensional transient the process is very complex. To en- tion is used in some buildings. For heat conduction equation was nu-able design calculations with corn- example, external walls in nuclear merically solved for solid concrete parative ease, the 1989 ASHRAE power plants are typically more walls 1.5 to 4 ft thick, and solid con. Handbook of Fundamentals, than 2 ft thick concrete and roofs crete roofs I to 2 ft thick, with and Chapter 26, provides the following are I ft or more thick concrete. For without external insulation. The procedure, which is used through- such constructions, no guidance is ron one side ofthe wall/roof Wa-s out the industry. Heat gain is cal- provided by the ASHRA.E Hand- considered to be at a constant ten-culated by the following formula: book. My research has resulted in a p-erature; this temperature was 78 q- UA(CLTD) (1) where q - heat gained by the room, Tabl 1 SmmaY of some typlcal ca cu atlons done&dtri~gCT coctewas~ and~*~.-..... o ~i Btuh A -surface area of wall or roof, sq ft CLTD - cooling load tempera- .. ._______Mean per deg F. Q LTD F Mean ture difference, F
- TpeCocree lsIatM ,.F TF -, 14 M';.VAX Mean CTu - T.)
U - overall heat-transfer .Roof --
- 0.03 ... 107 78 1.08 4.0 35.2.: 23.2 . 29.2 29.0 coefficient, Btuh per sq :Roof 1 0 : 6.1'7 . :107 78 1.08 4.0 34.0 24.5 .29.2 29.0 ft per deg F 10 '.107 78 1.08 .4.0 43.8 -15.2 29.5 oRoof 29.0
,:,Roo* .l15Ls 107 78 1.08 ..4.034.6 `24.1. 29.3 -.29.04 Values of CLTD for a variety of Roof..0
,.wa ; .. '; 9 ;*Ndn one. 0"
.. :07 -78 1.08, 4.0 `.31.4 :27.3 .29.3 7 1. .4.0 "26.0 185 . 22.2 Wagl 0 . i-t*'s.
0;,
- J_ 0.50 -1.0 :i1.o 9.9 10.4 11l.0
*a2l2.-0 None :"" 115 104 L46 '4.0 "12.8 "'9.8 `'11.3 By ff. MOHAMMED SHAH, Wall..'"-o:2 C" "100" 78 1.46 4.0 23.8 20.7 22.2 270 Senior Engineer, Wa*I 2.0 "': n Ai `4'-"1l5 .78 .1.46 4.0 39.0 35.6 37.3 37.0 EESUndenAssociates, Inc.' "Wag "-,'3.0 None 100 '. 78 1.46 4.0 '22.6 22.2 '22-4 22.0
'Wag 4.0 None N 100 78 1.08 4.0 22.4 22.4 22.4 '22.0 I
Darien, Conn.
/e *Heating/P~ping/Atr CondUfloning
- Sepotember1 990 151
R'S 19 1 12: 42 A TT/NC HMENT
.2 oP z) S14EST 14-gIeat gain calculations le Table 2-Calculated CLTO for dark horizontal roofs.
Roof description... .. - oncrete Imcknem* Insulation LId~kmt
,oIar tkns. 1 - . .
IhickSolar fircenes in. In. 1 2 3 4 5 $ 7o $ 10 11 12 3 14 15 16 17. 19 19 20 21 22 23, 24 12 2 33 33 32 31 31 30 29 28 26 26 25. 25 24 25 26 27 28 29.31. 32 33 34 34 34 12 1.. .33 32 31 30 29 27 26 25 24 23 23 24 24 26 V7 29 31. 32".34 35 35 35: 35.34' 12 0 36 34 31 28 25 22 20 18 16 15 16 17 20 .23 27 31 36 39-42 43. 44 43":41 39. 18 0 35 35 34 34 33 32 30 29 28 27 25 25. 24 24 24.25 2627 29 30 32 33:34, 34. 24 0. 30 30 31 31 31 31 31 31 3! 31 30T.1 29 2? 2a-' 28 -27 27 27 28 28 28 .29" 30. or 104 P in various runs, thus simu-- Mean CLTD = Mean room temperature and outside air lating aesign room temperatures. T,. - (2) (: temperatures. The air on the other side of the where wall/roof was at the sol-air temper- T,. = so]-air Calculation procedure xcures listed in Table I of the ASH- temperlture For heavyweight concrete walls 2 RAE Handbook and thus varied T, -room air ft thick or thicker, with or without with time. In some runs, higher sol- temperature insulation, use the foilowing "un-air temperatures were also used. In- Thus, the 24-hr mean heat gain corrected" CLTDs (in accordance side and outside air film heat- can be calculated with Equation I. with Footnote 4 of Table 31 in the transfer coefficients were varied in using the mean CLTD from Equa- ASHRAE Handbook): N, 11; NE,' the range that may be expected in tion 2. 17; E, 22; SE, 21; S, 17; SW, 21; W, practice. The heat transferred from Study of Table I also shows that 22: NW, 17 (letters represent wall the wall to the room air was calcu- for walls 2 ft thick or thicker, the orientation, numbers are CLTDs). -
!ated at each .nstant: the CLTD at extreme values of CLTD do not dif- These CLTDs are to be adjusted ~ch Instant was then. calculated fer much from Ohu ui-aa CLT D for color. latitude, room tempera-Equation I. Computer runs given by Equation 2. 1: should be ture, and outside air temperature ere continued until calculated realized that due to the large ther- as described in Footnote 2 of that CLTDs were repeated in 24-hr cy. mal lag of these walls, these high table.
cles. CLTD .s will be reached only if the For the hor'3i2-oil roof cons~ru-c' - In TablL 1, a suninmary of some sol-air temperatures remain at the %ionslisted In Table 2, t1ltLn~lzi" typical calculations for walls and peak values for more than one day. CLTD and theii adjust it for color,) roofs is presented. The mean sol-air This will occur only rarely. Hence, Iatitude7,6bom temperatrire,"and temperatures and mean CLTDs are the mean CLTD from Equation 2 uiitside "air'temiperature ':s de-24-hr mean values. hi and h. are in- will generally be the maximum scribed in Footnote 2 of Table 29 in: side and outside air film heat- CLTD. the ASHAAE Handbook.. t.ansfer coefficients, respectively. Footnote 4 of Tables 29 and 31 in For horizontal, uninsulated roofs In Table 2, the calculated the ASHRAE Handbook list thicker than 2 ft and insulated CLTDs fur varluu 1hvrl-uuza JM Io4a CLTD values to ba used For'roois -roofe more than 1.5 ft thick. u *99 orc limtcd. All of thoo a*o for darl- andl wallc wt'ih Ael~irianal in- F Rq the uncorrected CLTD roofs and the sol-air temperatures sulation, which takes them beyond (according to Footnote 4 of Table listed in Table I in the ASHRAE the range of ;hose tabies. Study of 29) and then correct it according to Handbook. Note that all CLTDs those listed CLTD values show Footnote 2 of that table. listed in the Handbook for, various that they are exactly in accordance roofs and walls were also calculated with Equation 2. Thus. the present Conclusion using the sol-air temperatures from research has shown that"the calcu- The calculation procedure given this source. lation method given by ASH&AE for heavy walls and roofs was de-All eghlcuation* were dorne fnr rived from computerized solutions heavyweight concrete of 140 lb per . walls/roofs is also applicable to of the governing heat-transfer cu ft density. The insulation con- heavyweight walls/roofs, with or equation and is in agreement with sidered had a density of 15 lb per cu without insulation. ASHRAE's recommended pro-ft, thermal conductivity of 0.024 Table 1 also shows that very cedure for lightweight wails and Btuh per ft per deg F, and specific large changes in the inside and out- roofs with thick insulation. Its use heat of 0.17 Btu per Ib per deg F. side film heat-transfer coefficients will result in simple, reliable calcu-have comparatively small influence lations, eliminating the need for ults nn the CLTDT. It also shows avee- guesswork and conservatism,
- he results listed in Table I ment with the ASHR-AE method which had to be resorted to until show that: for correcting for variations of now. P 152 Heating/Plping[Air Conditioning 9 September 1990'
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f AnAIA CiMH r a she.4-Al (fe. Io-1 01F %4q H IEEE. OLTEC IN TER NAT 1ONAL IMPACT OF INCREASED SPENT FUEL POOL EMERGENCY TEMPERATURE ON FHV SYSTEM AT SALEM UNIT 1 DURING THE SEPTEMBER TO MAY OUTAGE MONTHS for PUBLIC SERVICE ELECTRIC AND GAS COMPANY by Indresh Rampall, Ph.D. Holtec International Holtec Project 20890 Holtec Report HI-931098 Report Category: I m.......--OMPN This~~~~~~~~~~~~~~ p.p... umn n tepoet f oteItratoa
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A2 of1A swwr Woor Eu... HOLTEC INTERNATIONAL REVW AND CERTIF[CATION LOG DOCUMENT NAME: Impact of Inreased Spent Fuel Pool Srgenoy Tempematur on FfV System at Salem Unit 1 During the September to May Outage Months HOLTEC DOCUMENT ID, NUMBER. EI-931099 HOLTEC PROYeCt NUMBER: 20890 CUSTOMHERCLIENT: Public Sevice Electric and Gas Company ISSUE AUTHOR & REVIEWER & QA APPROVED NUMBEfR DATS DATE MANAGER & DATE _________ & DATE ORIIn;AL " 4M4tA af#---2 @1 REVISION 2 PLEVISION 3 RBVISION 4 REVISION 6 REVISONS This docu~m t conforms to the requirements of the deslg specification and the applicable sections of the goveming codes. Nole: Sinatumr and printed names are required in the review block.
- Must be Project Manager or his designee.
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A: I 'As shown in technical specification (TS) 3.9.3, fuel movement is permitted 100 bouts after reactor shutdown du*ng the typical refueling outage period from mid-October to mid-May. While refueling is possible at anytime, a refueling outside of the typical period is not anticipated. Hence, the month of September is eliminated from this analysis.
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(3) SFP Surface Am The dimensions of the surface of the SFP are 28.5 feet by 39 feet Reference [1 ] Paragraph 4.5 Asp - 1111.5 fW2 Reference [1] Paragraph 4.5 The dimensions of the surface of the Fuel Transfer Pool (FTP) are 16 feet by 28.5 feet Asw = 456 fe Reference [4] Total surface area at 1801F As = Asp + AST - 1111.5 ft + 456 ft = 1567.5 ft2 (4) Area of Wall Between SFP and Transfer pool Aw 11720 fl? Page 17 of calculation package Uw - 0.229 BtuI/i 2 hr OF Page 17 of calculation package (5) Tem.erature Rise Across Blower ATa = 2.1'F Page 100 of calculation package ( TF........
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Calculation Page ( 5"7 of 167 S-1-FHV-MDC-0705, Revision 5 Attachment 8 Page _9.- of 19 Prepared by:
- Reviewed by:"°o (C) Sensible heat galn from pool surface (Btulhr)
As shown on page 19 of Attachment 8, the highest mean temperature during the outage period from January 1977 to December 1981 was 61.9 0F (in May) and the highest maximum temperature was 84'F (also In May2 ). This is considered to be very conservative for the period between mid-October and mid-May. When 2.1 OF of fan heat Is included, the inlet air temperature of this evaluation becomes 86.1 OF. In addition, this calculation is based on an assumed maximum room ambient air temperature of 1050 F. 06 = (UN + Fe* UR) * * (tw - tR) Reference [6] page 45, Eq. 46 Where: UN Natural convection film coefficient for air over horizontal water surface 0.5 (tw - tR/ Lp) 0 .25 (Btu / hr.ft2.OF) Reference [6] page 46, Eq. 47
= 0.5 [(180-10D5y28.5] ,' 0 0.637 Btu/ft2 hr OF U= Radiation heat transfer coefficient (Btu / hr-,f2 O'F) 0.1713 [(Twl 100)4 - (R/ 100)1] / (tw - tR) Reference t6] page 46, Eq. 48
= 0.1713* [{(460+180yI10O} - {(460+105)/100}41 1(18D-105) 1.504 Btuft hr °F Fe = Proportionality factor 0.96 As = Total Water surface area ft2
= 1567.5 f The dimensions of the surface of the SFP are 28.5 feet by 39 feet, The dimensions of the.surface of the Fuel Transfer Pool (FTP) are 16 feet by 28.5 feet.
Lp = the most conservative length for the combined pools Is to use the common width of 28.5 feet This length Is used for the analysis. 3 tw = Water surface temperature =180 OF tR = Room ambient air temperature = 105 OF (room temperature is conservatively assumed to be a design maximum) Tw = tw + 460 TR = tR + 460 2o A maximum temperature of 86*F was recorded in April but is considered an anomaly since the peak temperature in March was 76"F and the peak temperature in May was 84F. In view of these values, minimum flow rate and maximum exit temperatures are re-evaluated for 84F. 3Revision 0 to Attachment 8 used 56 feet for the equivalent length of the SFP alone. This was considered a reasonable SFP length. For the combined pools, the common width is the most conservative (i.e. smallest) value. The difference in the coefficient UN when using 56 feet or 28,5 feet is approximately 18% (with 28.5 feet being larger). Either value would have produced acceptable values for this analysis,
Calculation Page i of 167 S-I-FHV-MDC-0705, Revision 5 Attachment 8 Page - ID of 19 Prepared by: 7h Reviewed by: %,Y Qs = (0.637 + 0.96*1.504)
- 1567.5 * (180-105) = 244,629 Btu/hr Therefore, the total summer cooling duty becomes: 22,825 + 11,260 + 244,829
=278,714 Btu/hr The formula for air density (p) is taken from Reference [51 as:
p = 1.325
- bx / Tx, where bx = barometric pressure in Inches Hg
= 30" Hg Tx = air temperature in degrees Rankin
= 459.6 + 86,1
= 545.7=R pee.t= 1.325
- 30 / (459.6 + 86.1)
= 0.0728 Ib/ft 3 Minimum flow Q, (at 86.1°F) required to maintain the room at or below the maximum assumed temperature of 105 0 F is derived from the cooling load q. as follows:
q = 1
- CP (tA - tR) 01*I/v Reference [61 page 27, Eq. 20
= Q* P86.1
- Cp (M - t) re-arranging this equation: Q, q,I PS.I1 Cp (t A-tR) where:
qs = total cooling load = 278,714 Btu/hr CP = 0.24 Btutib'F tA = assumed room ambient air temperature = 105°F tR = ventilated air temperature = 86.1 0 F solve for Q,: Q, = 278,714 / (60
- 0.0728
- 0.24 * [105 - 86.1=F]) = 14,067 cfm; < 15,990 cfm available.
Re-arrange the above to calculate the room temperature at design flow rate:
- 80.1 0F + 278,714 / (60
- 0.0728
- 0.24
- 15,990) = 88.1 OF + 15.8 OF = 102.7 OF In view of the above, a 1050F maximum room temperature for the SFP area during refueling operations can be assumed. As shown on page 19 of Attachment 8, the actual ambient temperature Is likely to be 10"F to 20°F lower (based on review of mean temperatures).
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Calculation Page 1*Tq of 167 S- I-FHV-MDC-0705, Revision 5 Attachment 8 Page AL.. of 19 Prepared by: ' Reviewed by:. 7.0Spent Fuel Pool Area Evaporation Rate and Humidity Calculations Inlet Air Humidity (Based on 84°F db / 70F wb)4 From ASHRAE Charts [2] WsA (humidity ratio) = 0.0123 lb H2 0 / lb dry air RH (relative humidity) = 50% Evaporatlon Calculation Pw (vapor pressure of water at 180*F) = 15.31" Hg PAs (vapor pressure of water at 102.7=F) = 2.095" Hg Assume a relative humidity of 95%; PAS = 0.95
- 2.095 = 1.99 In Hg hf (latent heat of vaporization at 180 OF) = 989 Btu/Ibm (steam tables)
Evaporation heat load (QL) = A * (95 +0.425V) * (Pw - PAs) Ref. [6] page 44, Eq. 41 where A = pool surface area, V= 20 fpm and Pw and PAs are shown above. (See page 19 of calculationB) Evaporation heat load (QL)= 1567.5 ft2
- 103.5 * (15,31 - 1.99) = 2,151,000 Btu/hr Evaporation rate (mv) = QL I hfg 2,161,000 Btu/hr/989 Btuilbm = 2185 Ibm/hour Air mass-flow rate = 15,990 cfm
- 60
- 0.0727 = 69,748 Ibm/hr WROOM (room humidity ratio) 0.0123 + 2185 / 69,748 0.0436 lb H2011b dry air The water mole fraction = (0,0436/18) / (0.0436/18 + 1/28.8) = 0.0652 Partial pressure of water vapor = 0.0652 x 29.9 = 1.95, Hence, relative humidity of the room at 102.7 OF = 1.95/2.095 = 93.1% (close to assumed relative humidity of 95%).
4 The design basis summer-time condition for SGS is 950F dbF/80F wb, which is effectively 50% relative humidity. Since the peak May temperature of 84F is used for this analysis, 50% relative humidity will be assumed to be consistent with the design basis selection. s Basic equations from this section are developed and are further defined in Reference [6], starting on page 43. Further definitions of terms are given in Reference [6]. ___ ~4 W JJ Vý47
Calculation Page 44Q of 167 S-1-FHV-MDC-0705, Revision 5 Attachment 8 Page _ of 19 Prepared by:. Reviewed by: Relative humidity of air at 105OF Is 35% for all rooms except the SFP [see sheet 103 of 167 of the main body of this calculation) Relative humidity of air from SFP area = 93.1% (paragraph 7.0 above) Therefore, the effective RH of exit air before the charcoal bed (3500 0.35 + 15,990
- 0.93)/(3500 + 15,990) = 82.6%
8.0-Summary and Conclusions The total heat load from the SFP and transfer pool can be accommodated at the assumed outside air, water and room ambient temperatures and design flow rates. 8.1 Peak Outage Coolina Requirements Item Transmission Lighting Sensible Total Minimum Room Sump-Tunnel (Btufhr) 767 (Btulhr) 3412 (pool) (Btu/hr) (Btulhr) 4179 Flow* (cfm) 211 Temperature** (rF) 94.1 I Decon-PIT 3014 4094 - 7108 359 88.8 SFP 22,825 260 24,620 278,714 14,067 02.7 Room 2285 11 4 8
- flow rate required to maintain assumed maximum room temperature of 105"F at design airflow rates for each room 8.2 Pool Surface Evagoration and Humidity Results Item Peak Outage Season Evaporation Rate (Ib/hr) 2185 SFP Room Relative 93*1 Humidity (%) 93__
Relative Humidity at 82.6 Charcoal Inlet (%)
-4~~~"~1/2 A.
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Calculation Page (6 ( of 167 S- 1-FHV-MDC-0705, Revision 5 Attachment 8 Page of 19 Prepared by:. k--> Reviewed by: 9.0 References [1] S-C-SF-MDC-1240, Revision 1, SFP Thermal Hydraulic Calculation (HOLTEC Report HI 92492 dated 5-9-93) (2] ASHRAE Handbook of Fundamentals (19R89) [3] PSEG Report "FHV System Heating and Cooling Load and Airflow Determination, Unit 1" (S-1-FHV-MDC-0705, Revision 2, August 3, 1993) [4] Drawing 204803, Contalnment/Fuel Transfer Building Layout [5] Marks Standard Mechanical Engineering Handbook, Ninth Edition, Chapter 14 [6] HVAC TECHNICAL STANDARD DE-TS.ZZ-3803 (Q) "Cooling and Heating Load Calculations." I
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'1 A,r Cý"-GJ r 8 ~Hr ~ OF APPENDIX A TELEFAX FROM PSE&G ON MAXIMUM AMBIENT AIR TEMPERATURE DURING SEPTEMBER TO MAY OUTAGE MONTHS
'SE\T BY: 10-16-S3 ; 3*.6. FSE&G E&.0B-HiLT-C I.NTER.NATIJNL.: 1. 2 PUBLIC SERVIC. -LECTRIC & OAS' COMPANY (A ' * ) t ZVGXXZRCZNG I PLANTO ,EPDoTMEU ETTUKENT
$ALZEt/ROPMlZZ O1EUTING QU STATION$
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NC.CC-AP.ZZ-0010(Q) FORM-I CERTIFICATION FOR DESIGN VERIFICATION Reference Number: S-1-FHV-MDC-0705, Revision 5
SUMMARY
STATEMENT A line-by-line check of Attachment 8 was performed for this revision. The revision follows the same methodology as the current revision and results are comparable. The revised Attachment 8 is updated to include increased heat load resulting from adding the surface area of the spent fuel transfer canal. The individual named below in the right column hereby certifies that the design verification for the sub-ject document has been completed, the questions from the generic checklist have been reviewed and addressed as appropriate, and all comments have been adequately incorporated. SAP Or-der/Operation final confirmations are the legal equivalent of signatures. Ted DelGaizo J. KoWiedemann / D-12-07 Design Verifier Assigned By Name of Design VerifierV/ Date (print name of Manager/Director)" Design Verifier Assigned By Name of Design Verifier/ Date (print name of Manager/Director)" Name of Design Verifier' / Date Design Verifier Assigned By (print name of Manager/Director)" Design Verifier Assigned By Name of Design Verifier* / Date (print name of Manager/Director)*
- Ifthe Manager/Supervlsor acts as the Design Verifier. the name of the next higher level of technical management Is required In the left column.
Page I of I Nuclear Common ,Rev. I
l NC.CC-AP.ZZ-0O10(Q) o FORM-2 COMMENT / RESOLUTION FORM FOR DESIGN DOCUMENT REVIEW/CHECKING OR DESIGN VERIFICATION (SAP Standard Text Key "NR/CDV2") DOCUMENT NO.IREV: S-1-FHV.MDC-0705, Revision 5 COMMENTS
- 1. Section 6.0 - Typo In pressure and formula for minimum flow required.
- 2. Section 6.0 - Revise summary statement after calculation of minimum flow and exit temperature that design requirements for 1050 F are satisfied.
- 3. Section 7.0 - Air density term should be based on 95- F.
- 4. Section 8.0 - Include clarification the supply air is at 600 F and use of 00 F is not realistic.
RESOLUTIONS All comments incorporated. ACCEPTANCE OF RESOLUTION Resolution of comments is acceptable. J. K. Wiedemann 9/12/07 T. J. DelGaizo 9/13/07 SUBMITTED BY DATE RESOLVED BY DATE Page 1 of 1 Nuclear Common Rev. I
NC.CC-AP.ZZ-001O(Q) FORM-2 COMMENT I RESOLUTION FORM FOR DESIGN DOCUMENT REVIEWICHECKING QR DESIGN VERIFICATION (SAP Standard Text Key "NRfCDV2"1) REFERENCE DOCUMENT NO. /REV. S-1-FHV-MDC-0706 / R5 COMMENTS
- 1. Page Revision Index: Instead of having pages 2 through 148" as three separate line items, have one line Item 02 - 148".
- 2. Section 1.0, Footnote 1: Refueling can technically occur anytime. The mid-October to mid-May time frame is just for a minimum 100 hour decay time prior to beginning core offload; from mid-May to mid- October, the minimum decay time Is 168 hours. The period between October and May would cover the typical outage period. Revise footnote to clarify.
- 3. Section 3.0, Item 2: Provide basis for air flow, that is the number of supply and exhaust fans running.
- 4. General Comment (6.OC-+ end): The original calc often did not provide the equations and/or references for some of the parameters. From a technical rigor perspective, please provide equations where lacking. Also, reference to section/page In main calc for select equations/inputs should be Included, namely Qs, UN, UR, Fe, QL. NOTE: Response to Comment 6 will Impact the response to this comment
- 5. Section 6.0(C): Sensible heat Is determined based on a 105"F room temperature. Calculated room temperature Is 102.0=F. As such, state up front that a room temperature of 105°F Is assumed. (The statement at the end of this section validates the assumption). NOTE: Response to Comment 6 will impact the response to this comment.
- 6. Section 8.0(C): The correlation for UN comes from page 21 of the main calc, and.is based on Tech Standard DE-TS.ZZ-3803. This correlation could not be validated. Also, the characteristic length (Lc) is stated as the SFP length in the Tech Standard; the value of 56 ft, which likewise comes from page 21 of the main caoe, also could not be validated.
A separate reference on heat transfer suggests the following correlation for Nusselt Number (Nu), based on the Rayleigh Number (Re) for this condition (Ra - 4E120): Nu = 0.15
- Ral°, which results in the following correlation for UN: UN = 0.239
- dT . This results In about a 25% higher UN, and an exit temperature slightly above 1051F.
Revise to use the above correlation, or provide Justification for the correlation and characteristic length used.
- 7. Section 5.0(C): The statement In brackets after Q6 Is calculated is incorrect. Actual, the smaller characteristic length of the FTP results In a higher Uq, as UN is proportionalto 1/103 . A separate UN for the FTP should be calculated or revise the justification for using the SFP UN. Note that if the correlation from the Comment 6 Is used, the characteristic length cancels out.
- 8. Section 6.0(C): In the paragraph providing the basis for 84=F outside air temperature, revise discussion on Tech Spec refueling outage period per Comment 2.
[Note: Ideally, this discussion, along with the density calculation, should be Included in Section 3.0; however, I understand why It was Included here.]
- 9. Section 6.0(C): In last paragraph, revise I'a sentence of last paragraph to say: "in view of the above, a 105°F maximum room temperature for the SFP cooling area during refueling operations can be assumed=.
The current statement could Imply the outage IDHM calcs are done based on 105°F; the revised statement allows for flexibility (e.g., the 2R16 IDHM calc Is based on an assumed I10°F room temperature). Furthermore, revise this sentence to provide the number of supply and exhaust fans running that this Is based on (see Comment 3).
- 10. Section 7.0, Page 10: Revise to be based on peak outage outside air temperature of 84"F. Note that since there's no basis for the humidity at this temperature, one option Is that you could, conservatively assume the specific humidity at 84"F to be that for the design basis conditions (95°F db t 78°F wb); or a reasonable relative humidity can be assumed.
Page 1 of 3 .'ý**:j JiL . . .. " * ** .. Ii ' "1"* i > * = *'; ::4 1,*" "
NC.CC-AP.ZZ-0010(Q) FORM-2 COMMENT I RESOLUTION FORM FOR DESIGN DOCUMENT REVIEWICHECKING 2a DESIGN VERIFICATION (SAP Standard Text Key "NRICDV2") REFERENCE DOCUMENT NO. /REV. S-1-FHV-MDC-0705 / R5
- 11. Section 8.0: Recommend deleting as per our discussion. Evaporation rate at winter conditions adds no value wrt the purpose of Attachment 8.
- 12. IfSection 8.0 Is kept in, equation for humidity ratio Is missing the molecular weight of water vapor (18) Inthe numerator-i.e., w = (mole frac/1 -mole frac)* (MW /MW,'tr)).
- 13. Sections 9.0 and 10.0 will need to be revised Ifevaluation of summer and winter conditions are being removed.
- 14. Section 10.0: The main focus of this revision is the FHB ambient temperature and humidity during refueling, as a basis for the IDHM calcs. Astatement needs to be added regarding the peak FHB ambient temperature and humidity, along with the number of supply and exhaust fans running that this Is based on.
- 15. Page 19: Unhighlight September peak of 89°F and highlight May peak of 840F. Also revise note on bottom to reflect October to may and 84°F.
Page 2 of 3
- ~ V.
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NC.CC-AP.ZZ-0010(Q) FORM-2 COMMENT I RESOLUTION FORM FOR DESIGN DOCUMENT REVIEW/CHECKING OR DESIGN VERIFICATION (SAP Standard Text Key "NRICDV2") REFERENCE DOCUMENT NO. /REV. S-1-FHV-MDC-0705 / R5 RESOLUTION
- 1. Comment Incorporated.
- 2. Comment Incorporated, footnote revised to reference discussion In section 6.0 (C).
- 3. Comment Incorporated, new reference added to page 99 for basis of air flow. Page 99 indicates that the calculation Is based on a single supply fan (IVHE24) at 19,490 fin, with 16,990 cfm supplied to the SFP room, end a 2.1 "F Increase In air temperature due to added fan heat.
- 4. References have been added.
- 5. A statement has been added to Indicate that the calculation is based on an assumed 105°F.
- 6. UN = Natural convection film coefficient for air over horizontal water surface. The formula used In the calculation Is Eq.47 from the Tech Std. This equation is equivalent to a simplified equation for free convection to air at atm press. from a heated surface (horizontal plate) as shown In Table 7-2 of the seventh edition of "Heat Transfer" by J.P. Holman. The value for Lp used In the calculation for SFP surface length has been Increased to add the length of the transfer pool.
- 7. Statement has been deleted because the transfer pool length Is used In the revised Lp term.
B. Discussion has been revised to Include a discussion of refuellngs beyond the typical outage window.
- 9. Sentence has been revised to address the assumed temperature of 105"F.
- 10. Assumed humidity Is described In #3 footnote.
- 11. Comment Incorporated.
- 12. Not applicable.
- 13. Sections have been revised.
- 14. The main focus of this revision Is to add the Increased heat load from the transfer pool (assumed to be at 180°F). The conclusion has been revised to state that assumed temperatures can be met at the design conditions.
- 15. Page 19 Is revised to "line out" the statement that refers to using 839F. No further changes are required, ACCEPTANCE OF RESOLUTION Kevin King 9118/07 John Wiedemann 9118/07 SUBMITTED BY DATE RESOLVED BY DATE Page 3 of 3}}