ML20199G995

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Rev 0 to Calculation 97C2999-C-001, T-44 Seismic Displacement Evaluation
ML20199G995
Person / Time
Site: Monticello Xcel Energy icon.png
Issue date: 12/19/1997
From: Ming Li, Sullivan J, Tsang T
STEVENSON & ASSOCIATES
To:
Shared Package
ML20199G986 List:
References
REF-GTECI-A-46, REF-GTECI-SC, TASK-A-46, TASK-OR 97C2999-C-001, 97C2999-C-001-R00, 97C2999-C-1, 97C2999-C-1-R, NUDOCS 9802040390
Download: ML20199G995 (33)
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Text

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Title:

T-44 Seismic Displacement Evaluation re l da itta. ll wi anml d". N ta ny ub l it %c, % i,g *//o 4/ s m ste o is b e N io fnth s q u u t a o is re N m te th lly r da th a fo wi cific %og Oeg ',o#', in f r o d fo s te spe a d t cia s vide n ro urre o s s le s c a un p ri nRsC re io io N t a a t la s muh n r e tio fo lc t a to la in c ACn*#44 l64 So,'%&, u n to d lc o d n vide "Ca s e io s ro ba is p v Re be t o n % g.. Venfication Method R Design Review Method u Alternate Calculation O Qualification Test u Other u No Venfication Necessary Results: REVISIONS Revision No. O Description Original Issue Total Pages (Cumulative) bl By/Date ha

  1. 2!3/97 kill @t9)b IUl9/D Checked /Date Approved /Date

^6 D 71 CALCULATION CONTRACT NO. COVER 97C2999 stevenann a Associates

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SUBJECT:

97C2999-C-001 Rev. O gyg /2[g/g7 s1LYLNSON {^S5 g T-44 Seismic Displacement Evaluation f ChkifrQg id/jqj g 1 Introduction & Summary This calculation documents the analysis of relative seismic displacc. ment between the Diesel Oil Storage tank (equipment tag: T 44) and the Diese! Fuel Pump house. The evaluation is perfonned as a follow-on to the USl A-46 resolution (1,2). Tank T-44 is a buried tank adjacent to the Diesel Fuel Pump liouse. Relative displacements may induce stresses in piping running from the tank to the Pump House. Summary ofFindings The relative displacement was evaluated for the safe shutdown earthquake. Both T-44 and the Pump Ilouse are stiff structures founded on soil. Foundation flexibility was modeled by the use of soil springs. Seismic displacements were determined for these phenomena The response of the tank e The response of the Pump liouse Seismic soil waves The component displacements were combined in an SRSS manner to arrive at an estimated maximum relative displacement of less than 0.03" Piping between T-44 and the Pump Ilouse was evaluated for an enforced displacement of 0.03". The stresses in the piping were found to be very low, less than 300 psi in bending and 35 psi in torsion. Based on the results, the relative displacement is judged to oc acceptably low. 2 References 1. Eeneric Implementation Procedure (GIPL for Scismic Verification of Nuclear Plant Equipment. Revision 2, Corrected,2/14/92, Seismic Qualification Utility Group. 2. Monticello Nuclear Gejteratine Plant Veiification of Seismic Adeauacy of Mechanical and Electrigal Equipment. Unresolved Safety issue A-46 (SOUG), Northern States Power Company, November

1995, 3.

T. Kim to R. Anderson,"Monticello Nuclear Generating Plant - Request for Additional Information on Resolution of Unresolved Safety issue A-46", October 8,1997. 4. Geophysical Investigation Monticello Nuclear Generating Station Monticello, Minnesota, liarding Lawson Associates, September 4,1981, 5. Arya. O'Ncili and Pincus, Design ofStructures and Foundationsfor Vibration Machines, Gulf Publishing,1979. 6. Blevins, Formulasfor Natural Frequency and Mode Shape, Van Nostrand,1979. 7. Northern States Power drawings, reference by NSP drawing no. in body of calculation. 8. ASCE Standard 4-86, Seismic Analysis of Safety Related Nuclear Structures and Commentary on Standard for Seismic Analyris of Safety Related Nuclear Structures, September 1986. 9. NUREG/CR-0098, Development of Seismic Criteria for Review of Selected Nuclear Power Plants, May 1978.

10. NUREG 0800, Standard Review Plan for the Review of Safety Analysis Reports for Nuclear Power Plants, US Nuclear Regulatory Commission, July 1981.

JOll NO. 97C2999 Sheet f-

SUBJECT:

97C2949-C 001 Rev. O 8,' 'f 44 Seismic Displacement E sluation j( T 3 Con 0guration & Criteria Configuratwn lloth T-44 and the Pump liouse are stiff structures founded on soil, located about 50' north of the Diesel Generator 11uilding. The general con 0guration is shown on sheet 1 SollPro;>crties Soil properties for use in the analysis are determined from examination of reference 4 and NSP drawing for soil borings: N1133623 Rev. F, Nil 3'l624, NIM 4135, Nil 37479. The soil shear modulus G is based on reference 4. Tank T-44 is founded about 16' below grade; the Pump llouse is founded about 5' below grade. Dased on reference 4, the surface layers of structural fill are soner than the underlying stiff sands and clays. For this displacement analysis it is conservative to use the lower bound G value. From reference 4, the lo.ver bound shear wave s elocity for the upper layers of fill is l'. = 650 fps The shear modulus estimate is '0,120 kcf 32.2 ft/sec,j(650 fps)' < 1575 ksf Gi = ( Considering the uncertainty in soil properties and strain effects, a lower bound vc!ue of 50% the above value is used in the analysis: Ga = 790 ksi 4-lower bound modulus used in analysis Load Criteria The displecements are evaluated for the safe shutdown earthquake. The SSE ground response spectrum is shown on theet 1 (0.12g PGA for SSE). This spectrum was also used for the USl A 46 resolution (2), Acceptance Criteria Displacements are evalusied by checking. tresses induced on diesel oil transfer piping to pump P ll (line 09-1 ilF). Iloth T-44 and P il are on the USl A-46 3afe Shutdown Equipment Litt (SSEL), credited with supplying diesel fuel. Pipe stresses are compared to material yield stress (consistent with USl A-46 GlP tank evaluailc,n criteria which ut s AISC Pa'< 2 allowables).

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__._ _ m -._-_m JOli No. 97C2999 Sheet $ S*A SUliJECTt 97C2999-C 001 Rey, o l3##*3 '#b/97 & 4 5 T 44 Seismic Displacement Evaluation 2"Jt$,.. Chl*W tSf d/q-) 4 - 4 Calculations i i Method ofAnalysis 1 1. Determine natural frequencies & seismic disrlacement for'T-44 2. Determine natural frequencies & seismic displacement for Pump flouse ~3. Estimate displacement from soll waves 4 Evaluate piping for enforced displacements equivalent to SRSS of above displacements Calculations are included on these attached sheets: Natural firequencies & displacement of T 44 Sheets,2, to,1Q Natural frequencies & displacement of Pump tiouse: Sheets LLtolt, COSMOS analysis Displacement from soil waves Sheets 15,to /5. ~ Enforced displacement of piping: COSMOS analysis Sheets & to,1f, f 4 e

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( 1 2) (circulers Fr=0.17$3E+01 1M3E.81 Tr=0.7427E*c1 a.T52TE*S1 rF/Af *0.1197E+01 .119?E.91 vs 2647E*C1 9.2647E*01 p,=% $267E*S2 .42**E*02 (Ms/ Set =.72eTE*02 % 5TS*E*02 9EAL COW $T*#T DATA Wt=0.?t30E*90 %7830E*09 Mt=%2 96 Stat).1262E.03 ' *Mt/St!*.2689E.03 % 2T2tt+93 (Tr*CTCP/Jp**0.521*E*91 % 5219E*tt Sees =0.2795E*03 0.Ite*E.03 Sota .27t1E.g3. 1932E*t) 2 1 3 3I setteelers Fr*0.2647E*C1 m 2647E*01 Tr*% 420eE*S2 9.afteE*92 (F/AJ *e.198SE*01 190SE*91 ve*%?e90E*eg 9.Te30E.ee p, 1262E.93 9.1119E-13 fMo/ Set-- 172TE*e3 9.1931E-13 ptAL CesssTapr* SET 1 Vt*0.1793E*01 %1*S3E*01 Pt=9.142?E.91 =.6491E*e2 tut /St s=0.%eeE*02 m975*E*02 'Tr*CTtW/Jpte.297FE*02 9.29 tee *02 Seem =0.1140E.03 9.eS77E*42 Aspect *ted witik e ~ Sete ~,,1712E*03 .0939E*02 F17E Elmette STrengS* pape elements 3 f 9 93 seiremiers ceter Diepetee 2.3tSe Fr.e.19 30E.00 s t9 3CE*09 Tr= s $87E-14 S.1447E-18 (Ptml =0.5301E*00 % S391E*eo ne'1 Thieteess = e 219c9 T,= 2447E*01 0.2647E*01 s W. *9et*e2 9.332SE-13 ms/ Son =4.S?STE*02 0 eS4*E-13 1steenal Preseeee = 0.00cect 00 Vto.1753E+01 0.17$3E*01 Mt=% *401E.92 %~T54E-12 (Mt/St9*.0M?t*02 % 204IE-11 (Tr*CTCp/Jp W.999 4-15 0.669*E-15 Sees =0.!SS N*D9 .5301E*e9

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imie ~.1043E*S3 .5301E*e8 M A T E R 1 A 1. FSOFERTT DATA S O L U T'1 O W T1ME L0G 12. SEC ftp STpESS CAlct'LATIONS 1 DEADING GENERAL INFSBULTION AND ELEMENT !$IA..,* 1 ST9ESS CALC?tATION AND 791NTOUT.........* 9 trFtATING INLTABASE........... O SULTEptAL fp07ESTY S t 1 TOTAL $0LUT1ON T1ME. 1 Telos Tecy curve me. EX. u. m:I E..le.tt..ic. 9W9a.le.s............ 0 2900ct*ct 9 g .... m au...u.......... ..... m.... ..*..u...... ........ ~. m O ..u m e m m......u.m. .u. mu..m..m...-.m u WO9AL 1WFWT PATA C. IBCCE 100M34t? Ct3tDTTICE8 COCES IICDAL FOINT CDCFDINA** S C 0 $ M O $ / M 19 = TFEE 1

  • FIXEDT I

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8*1C 29')4 -C-ool Sh. A. IC DESCRIPTION OF ANALYSIS: Natural Mode and Displacement Analysis of Pump House COMPUTER CODE: COSMOS VERSION: 1.60 8!)O AUTHORNENDOR: SRAC RELEASE DATE: COMPUTER TYPE / SYSTEM: PROGRAM STATUS: O Project Specific 00 General Use/OA Approved VERIFICATIONNALIDr T'ON DOCUMENTATION: D Attached DD On File RUN NUMBER: PHSE IN ORIGINATOR DATE CHECKER DATE $EiS$"G 7e /2/c/o7 WLi NPM T MODEL VAllD AND g#3 g $ 97 %[} l 2[g g ASSUMPTIONS DOCUMENTED g/g[c)7 pq,p ga/l4/q 7 PROGRAM APPROPRIATE g AND ADEQUATE M/I!97 bb nAS$NABLE d ' " "^v W 9/Sl A l / epd fy/g/j97 q} h[g 7TI R'SUlTS PR P RLY iNTeapneT _REMAF'KS: COMPUTER PROGRAM CONTRACT NO. COVER SHEET 97C2999 .....n = u. w.i.. FIGURE 2.9 H

c)'7C 2c)c)c1-C - Cb) Sh. A. \\\\ s DESCRIPTION OF ANALYSIS: Static Analysis of 09-2 HF Piping E COMPUTER CODE: COSMOS VERSION: 1.60 6/90 AUTHORNENDOR: SRAC RELEASE DATE: COMPUTER TYPE / SYSTEM: PROGRAM STATUS: O Project Spc cific 8 General Use/QA Approved VERIFICAllONNALIDATION DOCUMENTATION: O Attached 9 On File RUN NUMBER: PIPE.lN ORIGINATOR DATE CHECKER DATE / /9/'97 ML' %fTl 0N SING MODEL VALID AND 9 33 jy[cj[97 ML

  • P[l0)(q]

ASSUMPTIONS d DOCUMENTED PROGRAM APPROPRIATE 3 g 7 bQ (".1/p[qq AND ADEQUATE MODEL BEHAVES [ /1-97 WNNl REASONABLE hd /2!O!i7 I WI 3'[ NTERPRETED REMARKS: t COMPUTER PROGRAM CONTRACT NO. COVER SHEET 97C2999 ,,..... m xut.. FIGURE 2.9 - _ _ _ _ _ _.}}

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