ML17059B665

Rev 0 to S0.0SEWS6009, Screening Evaluation Work Sheets for Emergency Condensate Makeup Tank 60-09

ML17059B665
Person / Time
Site:	Nine Mile Point
Issue date:	07/08/1997
From:	Agosta C, Alvi M NIAGARA MOHAWK POWER CORP.
To:
Shared Package
ML17059B657	List: ML17059B655 ML17059B658 ML17059B659 ML17059B660 ML17059B661 ML17059B662 ML17059B663 ML17059B664 ML17059B665 ML17059B666 ML17059B667 ML17059B668 ML17059B669 ML18040A314 ML18041A055
References
S.0SEWS6009, S.0SEWS6009-R, S0.0SEWS6009, S0.0SEWS6009-R00, NUDOCS 9708070138
Download: ML17059B665 (78)

Text

N U MoHAwK CALCULATIONCOVER SHEET

% NIAGARA NUCLEARENGINEERING ATTACHMENT K Page 1 ( Next~~

Total ~a Last ~O NINE MILEPOINT NUCLEARSTATION Unit(1,2 or 0=Both):

1 Discipline:

STRUCTURAL Title SCREENING EVALUATIONWORK SHEETS FOR EMERGENCY CONDENSATE MAKEUPTANK6049 Calculation No.

SO.OSEWS6009 (Sub)system(s)

NA Building TB Floor Elev.

Index No.

369 SO.O Originator(s)

CARMEN R. AGOSTA Checker(s) IApprover(s)

MAORI,ric.V.CZ

}AX Rev 00 Descrl tion INITIALISSUE Design Chan eNo.

B Date Chk Date A

7 0 Date Computer Output/Microfilm Flied Separately (Yes / No / NA): NA Superseded Document(s):

NONE Safety Class (SR I NSR I Qxx): SR Document Cross Reference(s) - For additional references see page(s):

NA Ref No NER-1S-012 Document No.

Doc T

NER Index Sheet Rev 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 See Page(s):

Final Issue Status (APP I FIOIVOI): APP File Location Operations Acceptance (Gale/Hold): Gale Required (Yes/No): No Evaluation Number(s) I Revision:

NR Copy ofApplicabilityReview Attached (Yes / N/R)7N/R Key Words.'MP-1, STRUCTURAL, SQUG, SEWS, SEISMIC VERIFICATION Component ID(s) I EPN(s) I Line Number(s):

TANK4049 TANKS-10 9708070i38 9707$ L PDR AoaCit; 0SOOoaao

'b NV~

PDR FORMATtr NEP-DES48-F0140

EI YNtAGARA a v MQHAwK NUCLEAR ENGiNEERiNG CALCULATIONCONTINUATIONSHEET Page~

{Next~i Nine Mile Point Nuclear Station Originator/0 te -8 ef.

Unit:

Checker/Date Catculatfon No.

7 8 -l7 SO.OSEWS6009 Disposition:

Reviske 00 PURPOSE:

Document the Screening Evaluation Work Sheets (SEWS) forthe ECMU/EMER MAKEUPWATER TANK¹12, equipment number 60-09.

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

This SEWS has been prepared as part ofthe 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 forthis 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.

FORMAT¹ NEP-DES-OB, Rev. 01 (F02)

SCREENING EVALUATIONWORK SHEET (SEWS)

GIP Rev 2, Corrected, 2/14/92 Status: Yes Sheet1 of2 ID: 60-09 (Rev.

1)

Class: 21 - Tanks and Heat Exchangers

==

Description:==

ECMU/EMER COND MAKEUPWATER TANK¹12 Building: TB Manufacturer, Model, Etc.:

Floor El.: 369.00 Room, Row/Col: H8 ATtACHMENT CALC NO REVISION BASIS: External analysis PAGE

1. The buckling capacity of the shell of a large, flat-bottom, vertical tank is equal to or greater than the demand.

2. The capacity ofthe anchor bolts and their embedments is equal to or greater than the demand.

3. The capacity of connections between the anchor bolts and the tank shell is equal to or greater than the demand.

5. A ring-type foundation is not used to support a large, flat-bottom, vertical tank.

4. Attached piping has adequate flexibilityto accommodate the motion of a large, flat-bottom, vertical tank.

Yes Yes Yes Yes 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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SCREENING EVALUATIONWORK SHEET (SEWS)

GIP Rev 2, Corrected, 2/14/92 Status: Yes Sheet 2 of 2 ID: 60-09 (Rev.

1)

Class: 21 - Tanks and Heat Exchangers

==

Description:==

ECMU/EMER COND MAKEUPWATER TANK¹12 Building: TB Manufacturer, Model, Etc.:

~CU~E Floor El.: 369.00 Room, Row/Col: H8 CALC NO REVISION o o 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 VERIFICATIONSHEET (OSVS)

ID: 60-09 (Rev. 0)

Class: 21. Tanks and Heat Exchangers

==

Description:==

ECMU/EMER COND MAKEUPWATERTANK¹12.

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

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

Shell Buckling Anchor Bolts and Embedment Anchorage Connections FlexibilityofAttached Piping Other b.

Describe all the reasons for the outlier (i.e., ifall 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

. c REVISION o o PAGE NO oog 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 willsatisfy 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 VERIFICATIONSHEET (OSVS)

Sheet 2 of 2 ID: 60-09 (Rev. 0)

Class: 21. Tanks and Heat Exchangers

==

Description:==

ECMU/EMERCOND MAKEUPWATERTANK¹12 Building: TB Floor El.: 369.00 Room, Row/Col: HS ATTACHMENT CALC NO PAGE NO Qo f

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oI/ov /gq 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.

References arrmIIfEg CAI.C NO REVISION PAGE NO oo'f 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.

5. Marks'tandard Handbook for Mechanical Engineers, Eighth Edition.

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6. MPR-799, Evaluation ofAdequacy 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 initialwalkdown 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 fitthe 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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SSE ELEV: 369 ROW/COL:

H8 NODE:

209 Res onse Hz S ectrum:

Dam in Ratio =0.050000 ATTACHMENT C

CAI.C ND

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00 REVISION o a lo,5

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.0.254392 0.29255 0.336433 0 '86898 0.444933 0.511672 0.588423 0.676687 0.77819 0.894918 1.02916 1.18353 1.36106 1.56522 1.8

2. 07 2.3805 2.73758 3-14821 3.62044 4 '6351 4.28942 5 '7275 6-33218 7.282 7.94559 10.508 11.075 12.7363 14.6467 16.8437 19.3703 22.2758 25 '172 29.4598 33.8787 38.9605 0.074 0.0263344 0.0301457 0.0339569 0.0431141 0.0534442 0.059091 0.0650645 0.0800979 0.101192 0.130899 0.152291 0.216553 0.308071 0.411529 0.723207 0.840765 0 '40765 0.840765 0.590333 0.412046 0.355779 0.304936 0.376474 0.379866 0.379866 0.347632 0.438091 0.471346 0.471346 0.468259 0.384891 0.306549 0 '46648 0.221416 0.210234 0 '03936 0.200506 0.197623 0.195742 5'

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04 '97 f:ggipgproj0028)spectra Wed 12/15/93 4:25:28 PM 1/1

UNIT:

1 DIR: E/W BLDG: TB E/Q:

SSE EL': 369 ROW/COL:

H8 NODE-209 Res onse Hz 0.186297 0.214241 0.246378 0.283334 0.325834 0.374709 0.430916 0.495553 0.569886 0.655369 0.753675 0.866726 0.996735 1.14625 1.31818 1.51591 1.74329 2.00479'.30551 2.65133 3.04903 3.50639 4.03235 4.17391 5.52 6.325 7.0526 7.73083 p gp 10 '24 10.7261 12.335 14.1853 16.3131 18.76 21.5741 24.8102 28.5317 32.8115 37.7332 0.0277214 0.0318218 0.0359221 0.0454825 0.0588207 0.0671735 0.0711524 0.0896562 0.110192 0.139559 0.165964 0.240232 0.330688

.0.41749 0.790213 1.10426 1.10426 1.10426 0.793446 0.521172 0.404767 0.352979 0.454134 0.473881 0.473881 0.406056 0.47442 0.623 0.623 009 0.497486 0.368294 0.261534 0.226076 0.212639 0.205413 0.20146 0.198223 0.196109 (O,so ~ 0,606

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Dam in Ratio =0.030000 f:ggipgproj0028(spectra Wed 12/15/93 4:25:42 PM 1/1

UNIT-'

BLDG: TB E/Q-SSE ELEV-369 ROW/COL:

H8 DIR: VERT NODE:

209 Res onse S ectrum:

Dam Hz in Ratio =0.030000

0. 181237 0.208422 0.239686 0.275638 0.316984 0.364532 0.419212 0.482093 0.554407 0.637568 0.733203 0.843184 0.969662 1.11511 1.28238 1.47473 1.69594.

1.95034 2 '4289 2.57932 2 '3913

3. 41115 3.92282 4

5.18793 5.96612 6.86104 7;89019 9.07372 10.4348 12 13.8 15.87 18.2505 20.9881 24.1363 27.7567 31.9202 36.7083 0.0190444 0.0226244 0.0262045 0.0301794 0.0347616 0.0396608 0.0451873 0.0540408 0.0618452 0.0687626 0.0812304 0.0914079 0.112551 0.126431 0.150765 0 '73145 0.206893 0.226583 0.275058 0.305693 0.344959 0.356896 0.3759 0.400404 0.425428 0.467006 0.611369 0.6993 1.10349 1.94137 1.94137 1.94137 1.19565 0.685222 0 '21478 0.446588 0.381323 0.352613 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 Hz 0.181237 0 '08422 0.239686 0 '75638 0 316984 0 '64532 0 '19212 0 '82093 0 '54407 0 '37568 0 '33203 0.843184 0.956522 1.11511 1 '8238 1 '7473 1.69594 1.95034 2 '7391 2.57932 2 '2223 3 '1115 3 '2282 4

5 ~ 18793 5 '6612 6 '6104 7.89019 9 '7372 10 '348 12 13

~ 8 15 '7 18 '505 20 '881 24 '363 27 '567 31 '202 36 '083 0 '176445 0 '210029 0 '243612 0 '27748 0 '311784 0 '348585 0 '390328 0 '465472 0 '535221 0 '597544 0 '689547 0 '773043 0 '935798 0 '03335 0.12352 0 '35181 0 '62898 0 '84384 0 '16496 0 '45073 0 '85157 0 '91917 0 '04981 0 '19746 0 '39782 0 '82754 0 '82432 0 '7855 0 '11122 1 ~ 38152 1 '8152 1 '8152 0 '88215 0 '02591 0 '76811 0 '11208 0 '65623 0 '26037 0 '94003 in ATTACHMENT Ratio =0. 050000 CANC NO PAGE NO f:KeiPNProj0028ksPectra Wed 12/29/93 4:1g:2g PM 1/1

UNIT: 1 DIR N/S BLDG: TB E/Q:

SSE ELEV: 369 ROW/COL:

H8 NODE:

209 Res onse Hz 0.186297 0 '14241 0 '46378 0.283334 0.325834 0.374709 0.430916 0.495553 0.569886 0 '55369 0.753675 0.866726 0.996735 1.14625 1.31818 1.51591 1.74329 2.00479 2.30551 2.65133 3.04903 3.50639 4.03235 4.6372 5

6. 6125 7.0526 7.94559 10.508 10.7261 12.335 14.1853 16.3131 18.76 21.5741 24.8102 28.5317 32.8115 37.7332 S ectrum:

Dam 0.0297374 0.0365076 0.0432778 0.050139 0.057063 0.0659145 0.0764569 0.0939211 0.121464 0.151763 0.184093 0.264323 0.323584 0.480603 0.819758 1.25855 1.25855 1.25855 0.894265 0.600836 0.484177 0.397696 0.296479 0.392509 0.524187 0.524187 0.529516 0.714718 0.714718 0.709316 0.543326 0.383783 0.28767 0.241157 0.227923 0.221137 0.21749 0.215144 0.213342 in Ratio =0.030000 CALC NO REVISION PAGE NO 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 Res onse Hz 0.186297 0 '14241 0.246378 0.283334 0.325834 0.374709 0 '30916 0.495553 0 '69886 0.655369 0.753675 0.866726 0.996735 1.14625 1 '1818 1.51591 1.74329 2.00479 2.30551 2.65133 3.04903 3.50639 4.03235 4.6372 5

6. 6125 7.0526 7.94559 10.508 10.7261 12.335 14.1853 16.3131 18.76 21.5741 24.8102

28. 5317 32 '115 37.7332 S ectrum:

Dam 0.0278724 0.0339031 0.0399338 0.0455202 0.0507992 0.0573213 0.064934 0.0819057 0.102643 0.12588 0.152744 0.226844 0 '79914 0.413128 0.670683 0.977131 0.977131 0.977131 0.758484 0.513204 0.437736 0.35373 0.279271 0.328216 0.398666 0.398666 0.437459 0.550675 0.550675 0.543641 0.443097 0 '52152 0.278338 0.240632 0.22795 0.221232 0.21749 0.215104 0.213329 in Ratio =0.050000 ATTACHMENT C

RZEE'I PAGE NO f:ggipgproj0028(spectra Wed 12/29/93 4:18:56 PM 1/1

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