ML17059B665

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Rev 0 to S0.0SEWS6009, Screening Evaluation Work Sheets for Emergency Condensate Makeup Tank 60-09.
ML17059B665
Person / Time
Site: Nine Mile Point Constellation icon.png
Issue date: 07/08/1997
From: Agosta C, Alvi M
NIAGARA MOHAWK POWER CORP.
To:
Shared Package
ML17059B657 List:
References
S.0SEWS6009, S.0SEWS6009-R, S0.0SEWS6009, S0.0SEWS6009-R00, NUDOCS 9708070138
Download: ML17059B665 (78)
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Text

ATTACHMENT K

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N U MoHAwK CALCULATIONCOVER SHEET Total ~a Last ~O NUCLEAR ENGINEERING NINE MILE POINT NUCLEAR STATION Unit(1,2 or 0=Both): 1 Discipline: STRUCTURAL Title Calculation No.

SCREENING EVALUATIONWORK SHEETS FOR EMERGENCY SO.OSEWS6009 CONDENSATE MAKEUP TANK6049 (Sub)system(s) Building Floor Elev. Index No.

NA TB 369 SO.O Originator(s)

CARMEN R. AGOSTA Checker(s) I Approver(s)

MAORI,ric.V.CZ }AX Design Rev Descrl tion Chan eNo. B Date Chk Date A Date 00 INITIALISSUE 7 0 Computer Output/Microfilm Flied Separately (Yes / No / NA): NA Safety Class (SR I NSR I Qxx): SR Superseded Document(s): NONE Document Cross Reference(s) - For additional references see page(s): NA Ref Doc No Document No. T Index Sheet Rev NER-1S-012 NER 00 General Reference(s):

2. GENERIC IMPLIMENTATIONPROCEDURE (GIP)
3. NMPC Letter to NRC, File Code NMP1L 1044, dated March 11, 1996 Remarks:

NONE Confirmation Required (Yes I No): No Final Issue Status File Location Operations Acceptance See Page(s): (APP I FIOIVOI ): APP (Gale/Hold): Gale Required (Yes/No): No Evaluation Number(s) I Revision: NR Component ID(s) I EPN(s) I Line Number(s):

Copy of Applicability Review Attached (Yes / N/R)7N/R TANK4049 TANKS-10 Key Words .'MP-1, STRUCTURAL, SQUG, SEWS, SEISMIC VERIFICATION FORMAT tr NEP-DES48-F0140 9708070i38 9707$ L PDR AoaCit; 0SOOoaao PDR

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EI Y NtAGARA a v MQHAwK NUCLEAR ENGiNEERiNG CALCULATIONCONTINUATIONSHEET Page~

{Next~i Nine Mile Point Nuclear Station Unit: Disposition:

Originator/0 te Checker/Date Catculatfon No. Reviske

-8 7 8 -l7 SO.OSEWS6009 00 ef.

PURPOSE: Document the Screening Evaluation Work Sheets (SEWS) for the ECMU/EMER MAKEUP WATER TANK¹12, equipment number 60-09.

Note: ECMU/EMER MAKEUP WATER TANK¹11, equipment number 60-10 is similar to 60-09.

This SEWS has been prepared as part of the commitment to use the SQUG (GIP) methodology to document the seismic adequacy of SSEL components.

CONCLUSION: The GIP procedure for horizontal tanks, Attachment C, shows that the tanks 60-09 and 60-10 are outliers due to the Insufficient uplift capacity of the brace base and are considered outliers for this brace plate. The outlier analysis, Attachment D, concluded this brace plate is about 50% above design basis .

Therefore, the SQUG outlier for 60-09 and the similar tank 60-1 0 is resolved.

ATTACHMENTS A. SEWS for Equipment ID Number 60-09 B. The Outlier Seismic Verification Sheet (OSVS) for Equipment ID Number 60-09 C. S & A calculation number C-004, NMP-1, A46 Emergency Condenser Make-up Tank and Water Storage Tanks 60-09 and 60-10. CoO'YLtFPQ D. S & A Outlier Analysis for Storage Tanks 60-09 and 60-10.

¹ FORMAT NEP-DES-OB, Rev. 01 (F02)

GIP Rev 2, Corrected, 2/14/92 SCREENING EVALUATIONWORK SHEET (SEWS) Status: Yes Sheet1 of2 ID: 60-09 (Rev. 1) Class: 21 - Tanks and Heat Exchangers

==

Description:==

ECMU/EMER COND MAKEUP WATER TANK¹12 Building: TB Floor El.: 369.00 Room, Row/Col: H8 Manufacturer, Model, Etc.:

BASIS: External analysis ATtACHMENT CALC NO REVISION PAGE

1. The buckling capacity of the shell of a large, flat-bottom, vertical tank is equal to or greater Yes than the demand.
2. The capacity of the anchor bolts and their embedments is equal to or greater than the Yes demand.
3. The capacity of connections between the anchor bolts and the tank shell is equal to or Yes greater than the demand.
4. Attached piping has adequate flexibilityto accommodate the motion of a large, flat-bottom, Yes vertical tank.
5. A ring-type foundation is not used to support a large, flat-bottom, vertical tank. N/A YIRKHIS SRT are W. Djordjevic and C. Agosta - Outlier Evaluation In Revision 0, these emergency condenser tanks were declared outliers because the baseplate capacity per the GIP allowables and procedure were exceeds.

External analysis 93C2771-C-007 evaluates the baseplate using yield line theory and develops a HCLPF PGA capacity equal to 0.19g.

Therefore, this equipment is found acceptable for A-46 design basis purposes and the outlier is resolved. The HCLPF remains at 0.19g PGA.

Evaluated by: Date:

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GIP Rev 2, Corrected, 2/14/92 SCREENING EVALUATIONWORK SHEET (SEWS) Status: Yes Sheet 2 of 2 ID: 60-09 (Rev. 1) Class: 21 - Tanks and Heat Exchangers

==

Description:==

ECMU/EMER COND MAKEUP WATER TANK¹12 Building: TB Floor El.: 369.00 Room, Row/Col: H8 Manufacturer, Model, Etc.:

CALC NO

~CU~E REVISION oo PAGE NO Emer cond Make Up Tank ¹12 Transmitter 60-09A Emergency Cond Make Up Tank ¹12 8 Vlave 60-11

~g".9~'v Emergency Cond Make Up Tank ¹12 Anchorage

Niagara Mohawk Power Corporation - Nine Mile Point 1 GIP Rev 2, Corrected 2/14/92 OUTLIER SEISMIC VERIFICATION SHEET (OSVS)

ID: 60-09 (Rev. 0) Class: 21. Tanks and Heat Exchangers

Description:

ECMU/EMER COND MAKEUP WATER TANK¹12.

Building: TB Floor EI.: 369.00 Room, Row/Col: H8

a. Identify all the screening guidelines which are not met. (Check more than one if several guidelines could not be satisfied.)

Shell Buckling Anchor Bolts and Embedment Anchorage Connections Flexibility of Attached Piping Other

b. Describe all the reasons for the outlier (i.e., if all the listed outlier issues were resolved, then the signatories would consider this item of equipment to be verified for seismic adequacy).

The tank does not pass the evaluation rules for GIP, Rev. 2, Section 7, for the baseplate of the longitudinal braces.

a. Defined proposed method(s) for resolving outlier.

Evalute the longitudinal baseplate in accordance with more realistic criteria such as that provided in EPRI Report NP-6041, Rev. 1.

b. Provide information needed to implement proposed method(s) for resolving outlier (e.g., estimate of fundamental frequency).

ATTACHMENT CALC No REVISION oo

. c oog PAGE NO CE The information on this OSVS is, to the best of our knowledge and belief, correct and accurate, and resolution of the outlier issues listed on the previous page will satisfy the requirments for this item of equipment to be veriTied for seismic adequacy:

Approved by: Date:

Niagara Mohawk Power Corporation - Nine Mile Point 1 GIP Rev 2, Corrected 2/14/92 OUTLIER SEISMIC VERIFICATION SHEET (OSVS) Sheet 2 of 2 ID: 60-09 (Rev. 0) Class: 21. Tanks and Heat Exchangers

==

Description:==

ECMU/EMER COND MAKEUP WATER TANK¹12 Building: TB Floor El.: 369.00 Room, Row/Col: HS ATTACHMENT CALC NO Qo f PAGE NO

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SUBJECT:

Nine Mile Point A46 Revision 0 STEVENSON & ASSOCIATES Emergency Condenser Make-up and By I'-~ oI/ov /gq a structural-mechanical Water Storage Tanks 60-09, 60-10.

'onsulting engineering firm Chk S.C, (-If-qg Purpose Perform AA6 evaluation for 60-09, 60-10 Emergency Condenser Make-up and Water Storage Tanks located at Turbine Building Elevation 369'-0", Nine Mile Point Unit 1.

arrmIIfEg CAI.C NO oo'f References REVISION PAGE NO 1.Niagara Mohawk Power Corp., Nine Mile Point Nuclear Station.

a) Dwg. C-18579-C, Sh.2, Rev. 1 "Water Storage Tank and Demineralized Water Storage Tank Details".

b) Dwg. C-18579-C, Rev. 3 "Emergency Condenser Make-up Water Storage Tank and Demineralized Water storage Tank" c) Dwg. C-18821-C, Rev. 3. "Base Details for Emerg. Cond., Demin. Water & City Water Storage Tanks, Fl. Etev. -369'-0"."

d) Dwg. C-15346-C, Rev. 5. Floor Plan EI. 351'-0" & El. 369'-0"."

2. "Generic Implementation Procedure (GIP) for seismic Verification of Nuclear Plant Equipment", February 1992, SQUG.
3. Manual of Steel Construction, ASD, Ninth Edition
4. S & A Design Response Spectra for Nine Mile Point Unit 1, Turbine Building, February 1, 1992.

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5. Marks'tandard Handbook for Mechanical Engineers, Eighth Edition.
6. MPR-799, Evaluation of Adequacy of Supports for Mechanical Equipment under Seismic Loading, App. A, ~

December 1983.

7. Building Code Requirements for Reinforced Concrete. (ACI 31 8-89).
8. SEWS, Equipment I.D. Number 60-09, 60-10, Dated February 1988.
9. Seismic Verification of Nuclear Plant Equipment Anchorage (Rev. 1). Volume 4: Guidelines on Tanks and Heat Exchangers. EPRI NP-5228-SL, Rev. 1, June 1991.

Background

Since the GIP rules have been revised from the initial walkdown evaluation and the MPR calculation does not cover all the requirements of the GIP, Rev.2 [2], Section 7, a new evaluation is performed in this calculation.

Conclusion This calculation shows that tanks 60-09 and 60-10 are outliers due to the insufficient uplift capacity of the brace base.

It shall be also noted that both 60-09 and 60-10 tanks do not exactly fit the analytical model presented in Ref.2. Since the tanks'eismic resistance in longitudinal direction is provided by additional bracing (not by the saddles as it is assumed in the GIP model) the GIP formulas in step 6 have been adjusted to exclude the effect of longitudinal seismic loads applied to the saddles. When these loads are excluded the transverse and vertical capacities substantially Increased. However the anchorage capacity of the longitudinal bracing (governed by the base plate capacity in bending) still does not meet the longitudinal seismic demand.

Thus the 60-09 and 60-10 tanks are outliers.

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.0.254392 0.0339569 0.29255 0.0431141 0.336433 0.0534442 0 '86898 0.059091 0.444933 0.0650645 0.511672 0.0800979 0.588423 0.101192 0.676687 0.130899 0.77819 0.152291 0.894918 0.216553 1.02916 0.308071 1.18353 0.411529 1.36106 0.723207 1.56522 0.840765 1.8 0 '40765

2. 07 0.840765 2.3805 0.590333 2.73758 0.412046 3-14821 0.355779 3.62044 0.304936 4 '6351 0.376474 4.28942 0.379866 5 '7275 0.379866 6-33218 0.347632 7.282 0.438091 7.94559 0.471346 lo,5 10.508 0.471346 5' 047

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) b4 11.075 0.074 0.468259 50 04 '97 12.7363 0.384891 14.6467 0.306549 16.8437 0 '46648 19.3703 0.221416 22.2758 0.210234 25 '172 0 '03936 29.4598 0.200506 33.8787 0.197623 38.9605 0.195742 f:ggipgproj0028)spectra Wed 12/15/93 4:25:28 PM 1/1

UNIT: 1 BLDG: TB E/Q: SSE EL': 369 ROW/COL: H8 DIR: E/W NODE- 209 Res onse S ectrum: Dam in Ratio =0.030000 Hz 0.186297 0.0277214 0.214241 0.0318218 0.246378 0.0359221 0.283334 0.0454825 0.325834 0.0588207 0.374709 0.0671735 0.430916 0.0711524 0.495553 0.0896562 0.569886 0.110192 0.655369 0.139559 0.753675 0.165964 0.866726 0.240232 0.996735 0.330688 1.14625 .0.41749 1.31818 0.790213 1.51591 1.10426 1.74329 1.10426 2.00479'.30551 1.10426 0.793446 2.65133 0.521172 3.04903 0.404767 3.50639 0.352979 4.03235 0.454134 4.17391 0.473881 5.52 0.473881 6.325 0.406056 7.0526 0.47442 7.73083 0.623 p gp 10 '24 10.7261 0.623 (O,so

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UNIT-' BLDG: TB E/Q- SSE ELEV- 369 ROW/COL: H8 DIR: VERT NODE: 209 Res onse S ectrum: Dam in Ratio =0.030000 Hz

0. 181237 0.0190444 0.208422 0.0226244 0.239686 0.0262045 0.275638 0.0301794 0.316984 0.0347616 0.364532 0.0396608 0.419212 0.0451873 0.482093 0.0540408 0.554407 0.0618452 0.637568 0.0687626 0.733203 0.0812304 0.843184 0.0914079 0.969662 0.112551 1.11511 0.126431 1.28238 0.150765 1.47473 0 '73145 1.69594. 0.206893 1.95034 0.226583 2 '4289 0.275058 2.57932 0.305693 2 '3913 0.344959
3. 41115 0.356896 3.92282 0.3759 4 0.400404 5.18793 0.425428 5.96612 0.467006 6.86104 0.611369 7;89019 0.6993 9.07372 1.10349 10.4348 1.94137 12 1.94137 13.8 1.94137 15.87 1.19565 18.2505 0.685222 20.9881 0 '21478 24.1363 0.446588 27.7567 0.381323 31.9202 0.352613 36.7083 0.301751 f:ggipgproj0028)spectra Wed 12/29/93 4:19:19 PM 1/1

0 930277 t TANKs 50-09~ dc UNIT 1 BLDG: TB E/Q SSE ELEV 369 ROW/COL: H8 DIR: VERT NODE: 209 Res onse S ectrum: Dam in Ratio =0. 050000 ATTACHMENT CANC NO Hz 0 '176445 PAGE NO 0.181237 0 '08422 0 '210029 0.239686 0 '243612 0 '75638 0 '27748 0 316984 0 '311784 0 '64532 0 '348585 0 '19212 0 '390328 0 '82093 0 '465472 0 '54407 0 '535221 0 '37568 0 '597544 0 '33203 0 '689547 0.843184 0 '773043 0.956522 0 '935798 1.11511 0 '03335 1 '8238 0.12352 1 '7473 0 '35181 .

1.69594 0 '62898 1.95034 0 '84384 2 '7391 0 '16496 2.57932 0 '45073 2 '2223 0 '85157 3 '1115 0 '91917 3 '2282 0 '04981 4 0 '19746 5 ~ 18793 0 '39782 5 '6612 0 '82754 6 '6104 0 '82432 7.89019 0 '7855 9 '7372 0 '11122 10 '348 1 ~ 38152 12 1 '8152 13 8 1 '8152 15 '7

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18 '505 0 '88215 0 '02591 20 '881 0 '76811 24 '363 0 '11208 27 '567 0 '65623 31 '202 0 '26037 36 '083 0 '94003 f:KeiPNProj0028ksPectra Wed 12/29/93 4:1g:2g PM 1/1

UNIT: 1 BLDG: TB E/Q: SSE ELEV: 369 ROW/COL: H8 DIR N/S NODE: 209 Res onse S ectrum: Dam in Ratio =0.030000 CALC NO REVISION Hz PAGE NO 0.186297 0.0297374 0 '14241 0.0365076 0 '46378 0.0432778 0.283334 0.050139 0.325834 0.057063 0.374709 0.0659145 0.430916 0.0764569 0.495553 0.0939211 0.569886 0.121464 0 '55369 0.151763 0.753675 0.184093 0.866726 0.264323 0.996735 0.323584 1.14625 0.480603 1.31818 0.819758 1.51591 1.25855 1.74329 1.25855 2.00479 1.25855 2.30551 0.894265 2.65133 0.600836 3.04903 0.484177 3.50639 0.397696 4.03235 0.296479 4.6372 0.392509 5 0.524187

6. 6125 0.524187 7.0526 0.529516 7.94559 0.714718 10.508 0.714718 10.7261 0.709316 12.335 0.543326 14.1853 0.383783 16.3131 0.28767 18.76 0.241157 21.5741 0.227923 24.8102 0.221137 28.5317 0.21749 32.8115 0.215144 37.7332 0.213342 f:ggipgproj0028)spectra Wed 12/29/93 4:18:50 PM 1/1

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UNIT: 1 BLDG TB E/Q: SSE ELEV 369 ROW/COL: H8 DIR: N/S NODE: 209 C

Res onse S ectrum: Dam in Ratio =0.050000 ATTACHMENT RZEE'I Hz PAGE NO 0.186297 0.0278724 0 '14241 0.0339031 0.246378 0.0399338 0.283334 0.0455202 0.325834 0.0507992 0.374709 0.0573213 0 '30916 0.064934 0.495553 0.0819057 0 '69886 0.102643 0.655369 0.12588 0.753675 0.152744 0.866726 0.226844 0.996735 0 '79914 1.14625 0.413128 1 '1818 0.670683 1.51591 0.977131 1.74329 0.977131 2.00479 0.977131 2.30551 0.758484 2.65133 0.513204 3.04903 0.437736 3.50639 0.35373 4.03235 0.279271 4.6372 0.328216 5 0.398666

6. 6125 0.398666 7.0526 0.437459 7.94559 0.550675 10.508 0.550675 10.7261 0.543641 12.335 0.443097 14.1853 0 '52152 16.3131 0.278338 18.76 0.240632 21.5741 0.22795 24.8102 0.221232
28. 5317 0.21749 32 '115 0.215104 37.7332 0.213329 f:ggipgproj0028(spectra Wed 12/29/93 4:18:56 PM 1/1

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