ML20081H799
| ML20081H799 | |
| Person / Time | |
|---|---|
| Site: | Summer  |
| Issue date: | 03/16/1976 |
| From: | PACIFIC PUMPS DIV. |
| To: | |
| Shared Package | |
| ML19268E397 | List: |
| References | |
| K-318, NUDOCS 8311070586 | |
| Download: ML20081H799 (32) | |
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- PACIFIC PUMPS d- w- ww' ,
DESIGN REPORT
} NUCLEAR SERVICE PUMP .?;
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~ OPERABILITY CALCLLATIONS
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Class 2 ~ Custocer: WESTINGHOUSE N.E.S. P. O. No: 546-CAL-169450-BN Spin No: CSAPCH DAP/DBP/0HI/0KB/WAT/WBT /CGE Pacific Shop Order No: 5B-48530/31/32 & 5B-48897 Pu=p Serial No: 48582 thru 485893 & 49178 thru 49180 Pump Size & Type: 21" 1 RL-IJ g APPROVALS ( ORIGINAL ISSUE REV. 1 REV. 2 REV. 3 REV. 4 __ AUTHOR , Ah _ REVIEWER dhW. CERTIFIER ntkb4,6, i RELEASE DATE ~6-/h7b Dresser Industries, Inc.' Pacific Pu=ps Division 5715 Bickett Street Huntington Park, CA 90255 as DESIGt4 REPORT NO. K-318 R EV. NO. PAGE 1 OF 32
' - - - ~
- okTE EFFECTIVE P AGE No.
j P ACIPlc PUf4PG
"""* ~ ' ' 9-20-73 2 of 30
, oATE nEwsE PROJ.ECT NO.
} TECHNICAL DATA 0 K -318 )', su s> EcT: 5348530/31/32 1
- CUSTOMER _ WESTINGHOUSE' ELECTRIC CORP. SHOP ORDER NOS. '5848604 l
CONTRACT 546 -CA L - 169450 -BN SIZE & TYPE 2- 1/2 R L II l DESIGN CALCULATIONS
~
1.0 INTRODUCTION
The purpose of this report is to analytically demonstrate that the subject Section III Class 2 pumps are suitable for the conditions outlined in the Owner's Design Specification. The calculations assume worst condition loadings due to maximum internal pressure, peak nozzle loads and design basis' earthquake (DBE) seismic forces. Conservative assumptions are also made concerning the dimensions of the pressure boundary parts. The calculations in this report incorporate the wall thicknesses shown in Sketch 1.0. These dimensions are less than the hianufacturing drawings indicate. They represent the final minimum acceptable thicknesses after all fabricating, machining and testing is completed. ( 1.1 REFERENCED DOCUMENTS .
- 1. ASME Boiler and Pressure Vessel Code Section III 1971.
- 2. ASME Boiler and Pressure Vessel Code Section VIII Div. 1, 1971.
f
- 3. Welding Research Council Bulletin 107 Aug.1965, 3rd revised printing April, 1972.
- 4. Owner's Design Specification.
- 5. " Vibrations in Boiler Feed Pumps" by A. S. Duncan Paper #8 Proceedings of the Institute of Mechanical Engineers (UK). 1966-67
- 6. Formulas for Stress and Strain, R. J. Roark, 4th ed.
Calculations By: f y b/f Checked By: d h . ,_ _. kpproved By: f vrs'. i._ Jate: 5-tr7 'T%/' Date: ' Date: 1- ;/. y ; i 9 - M. '7 3 P AC tea
D ATE EF FECTIVE PAGENO. P ACIFIC PUTAPO 1-9-73 3 of 30
~
O ATE R EVISED PROJECT NO. TECHNICAL DATA 0 K-318 su e; EcT: 5348530/31/32 CUSTOMER WESTINGHOUSE E LECTRIC CORP. SHOP ORDER NOS. 5848604 CONTRACT 546 -CA L- 169450 -BN SIZE & TYPE 2- 1/2 R L IJ
-- TABLE OF CONTENTS 1.0 Introduction 1.1 References 1.2 Data for pressure boundary parts 2.0 Design Conditions 2.1 Operating Conditions 2.2 Peak Nozzle Forces and Moments 2.3 Seismic Forces 2.4 Resultant Loads on Pump Assembly 3.0 Case Stress Calculations 3.1 Stress due to internal pressure 3.2 Stress due to external loads 3.3 Combined stresses (internal pressure and external loads) 4.0 Discharge Head Stress Calculation 4.1 Stress due to internal pressure plus seismic force 4.2 Pump Head Flange Stress Calculations 5.0 Discharge Head Bolt Stress Calculation 6.0 Pump Hold Down Bolt Calculation 6.1 Shear stress 6.2 Tensile stress ,
6.3 Combined stress 7.0 Pump Shaft Calculations , 7.1 Hydrostatic Centering Forces at Running Clearances 8.0 Bearing Load Calculations 9.0 Auxiliary Piping Calculation , 10.0 Suction Nozzle Stress Calculations .
- 10. 1 Loads, Geometry, Section Properties 10.2 Stresses Due to Internal Pressure 10.3 Stresses Due to Peak Piping Loads 10.4 Combined Stress Intensities s
Calculations By: 9 /A Mai/ Checked By:g#_/M hpproved By: / v 5 /, e, / Date: ; <7 7 ,, i Date:/- M g Date: / - / z a ::. (
o ATE EF FECTIVE P AGE NO. PACIPlc PUTSPc 9-20-73 4 of 30
"""*""")~~ oATE nEvisE PROJECT NO.
TECHHICAL DATA 0 K-318
, , SU BJ ECT:
5348530/31/32 CUSTOMER. WESTINGHOUSE ELECTRIC CORP. SHOP ORDER NOS. .5848604 ' CONTRACT 546 -CA L- 169450 -SN SIZE & TYPE 2-1/2 RL li l TABLE OF CONTENTS - Cont'd. 11.0 Discharge Nozzle Stress Calculations 11.1 Loads, G.eometry, Section Properties 11.2 Stresses Due to Pressure Plus Peak Piping Loads 12.0 Suction End Closure Stress Calculations 12 .1 Maximum Plate Stresses Due to Internal Pressure Plus Seismic 12 .2 Seal Housing Bolt Stress Calculation 13.0 Pump Case Feet Stress Calculations 13.1 Assumptions 13.2 Loads 13.3 Geometry 13.4 Weld Stresses 14.0 Case Alignment Lug and Centering Fin Stress Calculations , 14.1 Assumption f (. 14.2 Geometry 14.3 Loads 14.4 Shear Stresses in Attachment Welds 15.0 Gear Hold Down Bolt Stress Calculations 15.1 Assumptions 15.2 Loads and Geometry 15.3 Maximum Bolt Stresses 16.0 Motor Hold Down Bolt Stress Calculations 16.1 Assumptions 16.2 Loads and Geometry 16.3 Maximum Bolt Stresses 17.0 Foundation Anchor Bolt Stress Calculations 17.1 Assumptions . 17.2 Loads and Geometry 17.3 Maximum Bolt Stresses Calculations By: (f[2 #a jf Checked By:[)i M'T % .b }./v. (Approved By:, v. Date: cr _ / rt _7,J . ' Date: '7 nu ~7 f Date: 9 - 2, . 7 ? V P A C 134
one errecnva - n. . ontasscn INDUGTnlIES ?SSSE PACIFIC 9-20-73 5 of 30 ! pumps division one nemseo . TECHNICAL DATA 3-19-74 K -318 l sue;ccT:
5B48530/31/32 t CUSTOMER WESTINGHOUSE ELECTRIC CORP. SHOP ORDER NOS. 5B48604 i t . CONTRACT 546 -CA L-169450 -BN SIZE & TYPE 2-1/2 RL IJ j 1.2 LIST OF. DRAWINGS AND MATERIALS FOR PRESSURE BOUNDARY PARTS 9 L
Part Name Material Drawing No. , [ Case,. Forging SA-182 F304 C -17170 Case 1st Oper., D-14614 - . Case Weld Ass'y. - D-14616 ~ 1 Case Top View D-14639 . ! Case End View . D-14642 Case Final Oper. D-14602 Case Align Lug D-14614 Case Centering Fin SA -240-304 D-14614 Case By-Pass Flange SA-182 F304L B -19917 . . i Case By-Pass Nipple SA-312 304L D-14614 I Case Drain ' Nipple ." ," Case Drip Pocket SA-351 CF8 C -15767 j Case Feet D-14616 l r Head Forging SA-182 F304 C -17174 j Head Final Oper. D-14604 - i i Head By-Pass Flange SA-182 F304L B-19918 ' l Head By-Pass Connection SA-312 304L D- 14615 1 Mead Drip Pocket SA-351 CF8 C -15766 l ( . SA-182 F304 B-19899
; Disch. Nozzle Forging " "
i 9 Suct. Nozzle Forging B-19894
, Suct. Nozzle Flat'ng. Oper. C -17172 Suct. Nozzle 1st Oper B-19895 :
Suct. Nozzle C -17173 By-Pass Pipe . SA-312 304L D-14623 ' By-Pass ' Flange SA-182 F304L D-14623 Seal Hsg. Forge - Rst. SA-182 F304 C -17176 Seal Hsg. Forge 'Suct. , C -17176 , Seal Hsg. nrust D-14618 Seal Hsg. Suct. D-14617 Seal Plate Brust D-14638 Seal Plate Suct. D- 14638 Case Stud SA-193 B7 B-19897 SA-194 7 B-19901 l Hex Nut SA-403 WP 316L (Sdgl Flush Piping) Parker Fit. tings Socket Weld Fitting WP 304L (Drain Piping) Min. Flow Orifice Tube SA-312 304L C -17543 Cap Screws SA-193 B6 (Seal Housing) Buyouts I Drain Pipe Support PL SA-240 -304 D-14602 a Seal Flush Piping SA -213 -304 L . C -17542 Assembly Rail Guide SA -479 -304.. D- 14602 s Dischg. Nozzle Final SA -182 -F304 C -17175 Dischg. Hd. Weld Ass'y. See C-15767 & C-17174 C -17178 Seal Flush Adapter Suct. SA-479-304 . C -17885 Seal Flush Adapter Disch. SA -479 -304 C -17884 t'OC t aa.f
- _. _ _ ~ ~ _ _ ___ __ _._
I DATE EFFECTIVE P AGE NO. PACIPlc PUMPO 1-9-73 6 of 30
~~
ATE REVISED PROJECT NO. l TECHNICAL DATA 0 K -318 i su e> EcT: 5348530/31/32 CUSTOMETI WESTINGHOUSE ELECTRIC CORP. SHOP ORDER NOS. 5848604 CONTRACT 546 -CA L - 169450 -BN SIZE & TYPE 2-1/2 R L II
~
2.0 Design Conditions 2.1 Maximum. design pressure - 2800 psig Maximum design temperature - 3000F Maximum suction pressure - 300 psig Pump operating speed - 4850 RPM Pump design flow - 150 GPM to 550 GPM Pump Horsepower - 480 BHP to 650 BHP 2.2 Peak Load on Pump Nozzles: Ref. 4. - 3.1.22.2 based on attached pipe: Suction 6" schedule 80 SA-430-304 Discharge 4" schedule 160 SA-430-304 2.2.1 Suction nozzle loads: Axial and Transverse shear forces -- + 5,200 lb. Torsional and Bending Moments -- + 75,800 lb. -in. 2.2.2 Discharge Nozzle loads: Axial and Transverse shear forces -- + 4,100 lb.
^
Torsional anii Bending Moments - _36,600 lb. -in. 2.3 Seismic Loads: Ref. 4. - 3.1.21 DBE (Design Basis Earthquake) Horizontal -- + 3.0g acceleration Vertical --
+ 2.0g acceleration NOTE: For these calculations all of the abcve conditions are assumed to act simultaneously. .
2.4 Resultant Loads on Pump Assembly
2.4.1 Assumptions
a) The center of gravity is coincident with the pump shaft centerline and the centroid of the pump hold down bolts, b) The pump is a rigid body. c) External forces and moments are translated to the center of gravity. . 4 2.4.2 Forces at center gravity (See Sketch 2.4) LB Source Fxo Fyo Fzo Suction nozzle + 5,200 + 5,200 + 5,200 Discharge nozzle { 4,100- {4,100 {+ 22,500 4, 100 s Seismic + 22,500 +15, 000 Pump weight --- - 7,500 Resultant Forces i31,800 +24,300 + 31,800 Calculations By: S d /?a.. / / Checked By: p 1s7 fjM" (Approved By: //VZ5bl.k' Jate: ,-c-77 Date: /-g 7_pt7 Date: /-/g 73 I
DATE CFFECTIVE P AGE NO. PACIPIC PUMP 3 7 of 30 67< 1-9-73 D ATE REVISE PROJECT NO. TECHNICAL DATA 0 K -318 SU SJ ECT: . 5348530/31/32 v CUSTOMER, WESTINGHOUSE ELECTRIC CORP. SHOP ORDER NOS, 5848604 ~ CONTRACT _ __ _ _ - . _ Sf6-CA L-169450-BN -. , - - - SIZE & TYPE 2-I/2 RL U _ _ _ _ _ _
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O ATE EFFECTIVE P AGE NO. PACIFIC PUMPO 1-9-73 8 of 30 68.
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TECHNICAL DATA 0 K -318 sve;EcT: 5348530/31/32 CUSTOMER~ WESTINGHOUSE ELECTRIC CORP. SHOP ORDER NOS. 5948604 CONTRACT 546 -CA L- 169450 -BN SIZE & TYPE 2-1/2 RL II__ 2.4.3 Moments around center of gravity (See Sketch 2.4) LB -IN Source Mxo Myo Mzo Suct. Noz. Force + 5200x20in. + 5200x21in. + 520 _ 1+20) Suct. Noz. Mom. + 75800 + 75800 + 75800 3 Disch. Noz. Force { 4100x20in. [ 4100x18 7/8 } 410 7/8+2C Disch. Noz. Mom. + 36600 + 36600
+ 36600 Shaft Torque - 8440 --- ---
Seismic --- --- --- Resultant Mom. +298400 +299000 +485000
. -306840 Pump Weight = 7500 LB, Shaft torque = 63,000 BHP = 8400 LB-IN RPM 3.0 Case Stresses 3.1 Stress Dae To Internal Pressure k, '
3.1.1 Center Section Between Nozzles Ref.1. Para. A-2221 Primary - Membrane Stress Intensity PR P S= t + 2 = 13,780 psi P = 2800 psi max. discharge pressure R = 7.18 in. case inside radius t =1.625 in. case thickness 3.1. 2 Outer Surface of Case At Discharge Nozzle Ref.1. Para. A-2212 2 Principal Stresses P(1 + Z ) (a) 6 t = ( Y" - 1) = 7335 psi outside radius - 10.625 in. P_ inside radius - 8.0 in. (b) N = (Y~ - 1) = 3667 psi 2 P(1 - Z ) , 2 (c) 6 r = (Y - 1 ) = 0;0 psi P = 2800 psi Y = ratio outside to inside radii Y = 1.328 Z = ratio outside to intermediate radii 2 = 1.0 at outside surface Calculations By: ,} 1 /fa,. / /- Checked By g?pfgN hpproved By: / 4 '3M : i. Date: /.zd'f p // Date: /7-y2 ' Date: ,_,2-7 e I
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AS SPECIFIED If4 THE PtfiP DAT A O(X ALE 15 : "fC
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A RAPID TEMPERATURE EXCURSICt1 fRCri 400F 1Q--Q; ' TO 300oF WIDiOUT SUSTAIN!r6 STRUCTLRAL '
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'pY , T C NCrilt4AL NPSH REQUIRED FOR N4Y GIVEN '"
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- 6. THE PutP WILL DE LXPECTLD TO OPERATE WI TH StFtP WATER WHIOi WILL C(tJTAIN PAlt.f QM I L/AES RO SOf T RESIDUL, THER1VL -
' ltJSULATIE*J NJD C(flCPETE [A1ST. THESE
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STELL r%TEPit.t 5 a1(EE TED AS PRESSLFE V' ((tJT AirJits.' PApi'; TE %T i's. 5ttALL BE d;y Pf W o rJD .ti> Nc-7310 , U NC-2320 Or 4 A.M t(0L, Si E Tit (J liI. idW iG B) F UTCHS - 1. Nh 5Hr.1 l hL IN Af rO,.'rWJCE WI T!t E QUIPt1 NT i SPLC ll I C AT litJ L-6 7 7telt. , REV. O DATED k 3-13-72 NO ATTAO fLD W r10 TOR IMTA SHEET ( f ORT 1 5' 082). THI S DATA Sit E T SHALL BE @($h u C(t1PLETED 40 SLAV 11TTED FOR INF OR1MT!crJ 6-C) GEARS -- 1. y$ (, EARS SHAL L M ET REQUIREMErlTS OF E-SPEC
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UJ NJ ltDIVIDUAL INVOICE. Sit 6LE Itu0!CES CO\TRING MORE L[. THNJ (tE PLh4T WILL POT BC ACCEPTED. '.>[-b. EAOi ITNOICE SHALL CLEARLY INDICATE THE PtRJT ltNDLVED NJD STALL LIST THE ITEM PJtrillERS, DESCRIPTICf 4 NJD tf41T h.a .M X b@ PRICES EXACTLY AS THEY APPE/R IN Tite APPLICABLE SECTIOfJ.
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_= VII. TERMS & COfDITIOtJS
- 1. ADDITIGW. TERttS A.D CUDITIONS FOR USE WITli KNJSA! @
ELECTRIC POWER tJJITS 1 C 2 (011/OKB) DATED iMY 1, 1972 ARE APPLIC/CLE. ,, t,
- 2. ADDITIO ML TERMS Ato COrDITIONS FOR USE WITil ,
g TEt#1ESSEE VALLEY AUT110RITY C04 TRACTS WATTS BAR ; tJUCLEAR PL44T UNI TS 1 & 2 DAT ED PMY 1, 1972
-= ARE APPLICNSLE.
- 3. W-PWR TERftS NJD CONDITIOtJS 101971A ARE APPLICABLE M WI TH THE FOLLOW!f 6 EXCEPTICtJS : ,
A. I TEf: 3 - TERMS OF PAYtTNT. Ot40E SECOfD LINE h _= TO READ "UlJTIL PUROtASED PRODUCT IS StilPPED k.
#40 /CCEPTAULL StilPPit6 DOCUtttJTS /sRE RECEIVED '
BY BUYER." m D. ITEtt 4 - DELIVERY .' m 7EEE - PARA. 4A - FIRST SENTErJCE OF PARAGRAPti TO d RE/O " TIME OF DELIVERY 15 At1 ESSENTIAL h 1 _-r
. ELEFLtJT OF THE ORDER." $y I j{ - PARA. 4C - ADD T11E FOLLOWit& "PROVIDED IT h j j 15 DOJE AT THE SELLERS' PLANT."
l - C. I TEM 11 - COffLINJCE WITH LAWS Af D STRONRDS. I
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ADO TO LAST SENTENCE "IS PLACED, AS IDENTI-2 p FIED BY BUYER IN ITS PUROMSE ORDER." D. ITEM 14 - WARRNJTY }; vg 14A - DELETE THE WORDS "SHALL DE f f' rot 44 TABLE". 7 - O tN6E T11E WORD "COrJTEMPLATED" TO z i "SPLCIFIED". 3A h l 140 - AFTER TtE WORD "NECESSARY" IN T11E 8 4TH Lir4E, OtNEE AS FOLLOWS -("INCLUDifG j I f" REliOVAL NO REINSTALLATION, tiOWEVER, ? 4 4 COST OF RDOVAL NO REINSTALLATIUJ TO 4 j '
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w_ t AT DIE OPTI(tJ OF Utl SELLER, SUOt CCFECTIVE WORK." l4 7 [ NOTE THAT DE WORD BUYER ttAS BEEN OW6ED TO SELLER. SELLER'S DECIS!(tJ TO REPAIR (4 REPLACE WILL BE ',h'q . REASCtJNILL TAX 1r6 IrJTO COJSIECRATIOr4 ALL COSTS ASSOCI ATED WITH SUOi REPAIRS OR RLPLACfftRT INCLtD-h(L 4 ING CodTS, i r 4JY, OF BUYE R 4.3 Btfi ER ' S CUS TCf ER. 1 y
- ADO TO 14B "DUYEP SHAL L F OLL(M SEL LER'S STORK.E j FUOElaLRE 40 Rt Q t.ST SELLER'S Tf.O rJ1 CAL SERVICES, ,
AT GUYER'S E WENSE, TO SUPERVISE PREPARATI(tJ NO >V i ST ART-UP Of EQJlitENT. . ,[ VIII. OPT irtJ lhp W-FHR RESER\tS TUL RIGHT TO AIO NOI TICtJAL tf11TS FOR _
, 19 7 '+ ( C L I VE RY AT A COS T O F----- ---------- ----------- - - - - - - - - - - - .__-------. km, 440 1975 DELIVERY A T A COS T ( 7 - - - - - - - --- - - -- - ---- - - - - ------ - ..__-------- g b l THIS (CTI(#1 IS VALID FOR ffJE (1) TO TWELVI (12) t.rJITS -
F 'l R YF AR 4D P1UST IV ExfRCISLD BY 12-31-73 FOP 197 te [>fLIVLRY OR 17-31-74 FOR 1975 DEllVERY. ALL EEQJIRE- [.D.. M- . , r1i NTS Or THIS PUROtA;E ORDi R SHALL Bl. rt T IN DE N EVLNT Dt!S OPil(f4 IS EXERCISID. [M. g IX. SUN-11 TTAL RLQ JIRtlT rJTi h[D
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