API 000 Evaluation of Candidate LBB Piping SystemsAPI000 AP1 000 LBB Piping Assessment * AP1000 LBB...

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AP1000 API 000 Evaluation of Candidate LBB Piping Systems Presentation to NRC Staff Rockville, MD October 2, 2003 eBNFL @)Westinghouse I Attachment 2

Transcript of API 000 Evaluation of Candidate LBB Piping SystemsAPI000 AP1 000 LBB Piping Assessment * AP1000 LBB...

Page 1: API 000 Evaluation of Candidate LBB Piping SystemsAPI000 AP1 000 LBB Piping Assessment * AP1000 LBB Piping Assessment Methodology (DSER 01 3.6.3.4-2)-Seismic Response Spectra Affects-Pipe

AP1000

API 000 Evaluation of Candidate LBBPiping Systems

Presentation to NRC StaffRockville, MD

October 2, 2003

eBNFL @)Westinghouse

I

Attachment 2

Page 2: API 000 Evaluation of Candidate LBB Piping SystemsAPI000 AP1 000 LBB Piping Assessment * AP1000 LBB Piping Assessment Methodology (DSER 01 3.6.3.4-2)-Seismic Response Spectra Affects-Pipe

API000

AP1 000 LBB Piping Assessment

* AP1000 LBB Piping Assessment Methodology(DSER 01 3.6.3.4-2)

- Seismic Response Spectra Affects

- Pipe Line Diameter Affects

- Material Strength Affects

- Leak Rate Detection Affects

GBNFL Slide 2 Westinghouse

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Page 3: API 000 Evaluation of Candidate LBB Piping SystemsAPI000 AP1 000 LBB Piping Assessment * AP1000 LBB Piping Assessment Methodology (DSER 01 3.6.3.4-2)-Seismic Response Spectra Affects-Pipe

A- -4*)AP10O

API 000 LBB Piping Assessment

* Seismic Response Spectra Affects- Compare AP600 vs. AP1000 Response Spectra- Identify Maximum Increase Factor Based on Corresponding Peak

Acceleration- Maximum Ratio from Both Horizontal Directions

(North-South: X-direction, East-West: Y-direction)

* Pipe Line Diameter Affects- Compare AP1000 vs. AP600 Pipe Diameter (Do AP1000 / Do AP600)

- Estimated Thermal Stress Proportional to Pipe Diameter Increase- Estimated Seismic Stress Proportional to 1 / Pipe Diameter

Increase

OBNFL Slide3 Westinghouse

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Page 4: API 000 Evaluation of Candidate LBB Piping SystemsAPI000 AP1 000 LBB Piping Assessment * AP1000 LBB Piping Assessment Methodology (DSER 01 3.6.3.4-2)-Seismic Response Spectra Affects-Pipe

AP1000

API 000 LBB Piping Assessment

* Material Strength Affects- Bounding Analysis Curves (BACs) Based on Code Minimum Values- Certified Material Test Reports (CMTR) Review for 169 Heats- Revised BACs Modified to Incorporate CMTR Data as Needed

* Leak Detection Rate Affects- Bounding Analysis Curves (BACs) Based on 0.50 gpm Leak Detection

Capability- Certified Material Test Reports (CMTR) Review for 169 Heats- Revised BACs Modified to Incorporate 0.25 Leak Detection Capability as

Needed

BNFL Slide4 Westinghouse

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Page 5: API 000 Evaluation of Candidate LBB Piping SystemsAPI000 AP1 000 LBB Piping Assessment * AP1000 LBB Piping Assessment Methodology (DSER 01 3.6.3.4-2)-Seismic Response Spectra Affects-Pipe

AP1 000

API 000 LBB Piping Assessment

* Sample of Piping Assessment- Normal RHR Suction Line - 10" Pipe

- Seismic Response Spectra Increase

- Passive RHR Return Line - 10" Pipe to 14" Pipe

- Seismic Response Spectra Increase

- Pipe Size Increase

- Passive Core Cooling Line CMT-B (East) - 8" pipe

- Seismic Response Spectra Increase

- Modified BACs (CMTR Data / 0.25 gpm Leak Rate Detection)

- Pressurizer Safety- 6"

- Seismic Response Spectra Increase

G BNFL Slidc 5 )Westinghouse

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Page 6: API 000 Evaluation of Candidate LBB Piping SystemsAPI000 AP1 000 LBB Piping Assessment * AP1000 LBB Piping Assessment Methodology (DSER 01 3.6.3.4-2)-Seismic Response Spectra Affects-Pipe

t i

X ~ h I

S_ 1 LOflIM *1IC.I

NOTES:-O . e-. wBrnv nwq c l .q

Page 7: API 000 Evaluation of Candidate LBB Piping SystemsAPI000 AP1 000 LBB Piping Assessment * AP1000 LBB Piping Assessment Methodology (DSER 01 3.6.3.4-2)-Seismic Response Spectra Affects-Pipe

ANSALDOUn'Azienda Finmeccanica

Divisione Nucleare

Progetto Identllcativo Rev. PaginaProject AP600 Document no. Rev. Page

RNS-PLR-010 0 125 o 151

FIG. 4.6.5.4 LBB BOUNDING EVALUATION 10" PIPE Normal RHR(Pop + DWT + TH.STR. + SSE)

45000

40000

35000

Vi 30000

) 25000u

20000

15000

10000

5000 -

0 .~. . *i.... .... i......1-.-.1.l......-.1- .-1 -

0 2000 4000 6000 8000 10000 12000 14000 16000 18000 200

NORMAL STRESS (PSI)

rnsOl0s0.doc -

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Normal RHR Suction (East) - 10" sine

AP600 Analysis Maximum Stress 30.0 ksiNormal Stress 15.6 ksiSSE Stress (5% damping) 14.4 ksiSSE Stress (4% damping) 16.4 ksi

_____________ Maximum Stress' 32.0 ksi

AP1000 Estimate SSE Stress (4% damping) 23.3 ksiNormal Stress 15.6 ksi

.__________ Maximum Stress 38.9 ksi

(1) 1.14 increase factor: 5% damping- 4% damping(2) 1.42 increase factor: AP600 - AP1000 Response Spectra

See Figure 28 (DSER OI 3.6.3.4-2 Addendum 1)

Page 9: API 000 Evaluation of Candidate LBB Piping SystemsAPI000 AP1 000 LBB Piping Assessment * AP1000 LBB Piping Assessment Methodology (DSER 01 3.6.3.4-2)-Seismic Response Spectra Affects-Pipe

AP1000 DESIGN CERTIFICATION REVIEW

Draft Safety Evaluation Report Open Item Response

BOUNDING ANALYSIS CURVE - NORMAL RHR SUCTION 10'" (EAST)

DCD FIGURE 3B.17 (AP600)3B21 (AP1 000)

45.00 -

-- Bounding conditon AP600N AP100A AP600

-Bounding conditon API000

40.00 -

.- 35.00 -Yco3O.00 -cn

W25.00

220.00

215.00

21n n-

N (15.6, 38.9)

A (15.6, 32.0)

. v~vv

5.00 -

0.00 -0.00 5.00

I I I

10.00 15.00 20.00NORMAL STRESS (ksl)

I I

25.00 30.00

Figure 2 --uAnalysis Curve - Normal RI{R Suction - 10"Figure 28 - Bounding Analysis Curve - Norm-nal RHR Su-cion - l0"

(@ Westinghouse DSER 01 3.6.3.4-2 Addendum I Page

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ANALYSIS PACKAGE APP-PXS-PLA-040~-~ 4qv a, !..- I 6 t -2APP-P~ -o4

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8 7 6 5 11 4 3 28 7 6 Is It 4 3 I 2 1

Page 11: API 000 Evaluation of Candidate LBB Piping SystemsAPI000 AP1 000 LBB Piping Assessment * AP1000 LBB Piping Assessment Methodology (DSER 01 3.6.3.4-2)-Seismic Response Spectra Affects-Pipe

-

Westinghouse Electric Corporation

Project: AP600 I Document: PXS-PLR-040 I Rev. 2 |Page q

PXS-040 LBBBounding Analysis Curve 11

so _

40

30

20i

10 r

to0

IIi

I

I

II

II

iiIi

1

30l l l l

5 10 15 20 25Is t0 15 20 25

Page 12: API 000 Evaluation of Candidate LBB Piping SystemsAPI000 AP1 000 LBB Piping Assessment * AP1000 LBB Piping Assessment Methodology (DSER 01 3.6.3.4-2)-Seismic Response Spectra Affects-Pipe

Passive RHR Return (West)AP600 - 10" pipeAP1000- 14" pipe

AP600 Analysis Maximum Stress 39.9 ksiNormal Stress 14.0 ksiSSE Stress (4% damping) 25.9 ksiPressure Stress 4.7 ksiDeadweight + Thermal Stress 9.3 ksi

AP1 000 Estimate Pressure Stress 4.7 ksiDeadweight + Thermal Stress ( 12.1 ksiNormal Stress 16.8 ksiSSE Stress (2) 34.6 ksi

,_____________ . Maximum Stress 51.4 ksi

(1) 1.30 increase factor: 10" pipe - 14" pipe(2) 0.77 reduction factor: 10" pipe- 14" pipe

1.74 increase factor: AP600 -+ AP1000 Response Spectra

See Figure 29 (DSER 01 3.6.3.4-2 Addendum 1)

Page 13: API 000 Evaluation of Candidate LBB Piping SystemsAPI000 AP1 000 LBB Piping Assessment * AP1000 LBB Piping Assessment Methodology (DSER 01 3.6.3.4-2)-Seismic Response Spectra Affects-Pipe

AP1000 DESIGN CERTIFICATION REVIEW

Draft Safety Evaluation Report Open Item Response

BOUNDING ANALYSIS CURVE - PASSIVE RHR RETURN (537 F) WEST

OCD FIGURE 3B-21 (AP600)3B11 (AP1000)

60.00 (16.8, 51.4)

50.00 -

*-] 40.001

j 30.00

2 20.00-

10.00 -

0.00

AP1000 (14")

-. 1 A (14.00, 39.90) AP600 (10')Figure 3B21

/

/

-.- Bounding cond Won AP6O* AP1000(14 Inches)A AP600 (10 Inches)

- Bounding condlton AP1000-4-- - Materal Test Report Properdes

5.00 10.00 15.00 20.00 25.00 30.00

NORMAL STRESS (ksi)

Figure 29 - Bounding Analysis Curve - Passive RHR Return - 14"

Westinghouse DSER 01 3.6.3.4-2 Addendum 1 Page

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NOTES:

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)..u. 51... Eli,; C,., LLC -

PASSIVE CORE COOLING SYSTEMROOM 11400,11402 REACTOR BLOC AREA 3

ANALYSIS PACKAGE APP-PXS-PLA-060

Page 15: API 000 Evaluation of Candidate LBB Piping SystemsAPI000 AP1 000 LBB Piping Assessment * AP1000 LBB Piping Assessment Methodology (DSER 01 3.6.3.4-2)-Seismic Response Spectra Affects-Pipe

-

Westinghouse Electric Corporation I

Pojecl _ AP600Document: PXS-PLR-060 Rev.]Page6 o6

PXS-060 1BOUNDNG ANALYSIS CURVE 16

5o

40

30 a

I~~

/ I

/~~

20

10

00 20 30

18 SCH 160 PED

Figure 7.7.1 : Bounding Analysis Curve 16

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Passive Core Cooling CMT-B (East) - 8" pipe

AP600 Analysis Maximum Stress 29.4 ksiNormal Stress 10.8 ksiSSE Stress (5% damping) 18.6 ksiSSE Stress (4% damping) "I 21.3 ksiMaximum Stress' 32.1 ksi

API000 Estimate SSE Stress (4% damping) (2) 30.3 ksiNormal Stress 10.8 ksiMaximum Stress 41.1 ksi

I _ __ I ____ _ . __

(1) (2)

1.14 increase factor: 5% damping - 4% damping1.42 increase factor: AP600 - AP 1000 Response Spectra

See Figure 36 (DSER 01 3.6.3.4-2 Addendum 1)

Page 17: API 000 Evaluation of Candidate LBB Piping SystemsAPI000 AP1 000 LBB Piping Assessment * AP1000 LBB Piping Assessment Methodology (DSER 01 3.6.3.4-2)-Seismic Response Spectra Affects-Pipe

AP1000 DESIGN CERTIFICATION REVIEW

Draft Safety Evaluation Report Open Item Response

BOUNDING ANALYSIS CURVE - 8" SCH 160 -

DCD FIGURE 3B-27 (AP600)3B14(AP1000)

60.00

50.00

._

%-40.00enen

IY 30.00(I)cn

E 20.00

110.00

n AP1000 CMTB East

A AP600 CMT-B Est

_ Bounding conditionAP1000

x AP1000CMT-AWest

* AP600 CMT-A West

-_-025 gpm & Mateleal Test Report Properties

- -i- - 0.50 gpm & Material Test Report Properties

0.00 4-0.00 5.00 10.00 15.00 20.00

NORMAL STRESS (ksi)25.00 30.00

Figure 36 - Bounding Analysis Curve - CMT - 8"

Westinghouse DSER Ol 3.6.3.4-2 Addendum I Page

0912712003

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. REACTOR COOLING SYSTEMROOM 11603 REACTOR BLDG AREA 2

ANALYSIS PACKAGE APP-RCS-PLA-O10

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ANALYSIS PACKAGE APP-RCS-FLA-OI

Page 20: API 000 Evaluation of Candidate LBB Piping SystemsAPI000 AP1 000 LBB Piping Assessment * AP1000 LBB Piping Assessment Methodology (DSER 01 3.6.3.4-2)-Seismic Response Spectra Affects-Pipe

Westinghouse Electric Corporation

Project: AP600 Document RCS-PLR-010 Rev. 0 PageB70usof M. 36 |

IBAC 15 - 6sch 1601

40

30

0

0a

00 5 10 .15

Normal Stress (ks)20 25

Figure 7.7.3 :Bounding Analysis Curve (BAC) 15 - 6" Schedule 160

Page 21: API 000 Evaluation of Candidate LBB Piping SystemsAPI000 AP1 000 LBB Piping Assessment * AP1000 LBB Piping Assessment Methodology (DSER 01 3.6.3.4-2)-Seismic Response Spectra Affects-Pipe

Pressurizer Safety - 6" pipe

AP600 Analysis Maximum Stress 36.7 ksiNormal Stress 22.3 ksiSSE Stress (4% damping) 14.4 ksi

API OO Estimate SSE Stress (4% damping) (1) 39.6 ksiNormal Stress 22.3 ksiMaximum Stress 61.9 ksi

(1) 2.75 increase factor: AP600 - AP1000 Response Spectra

See Figure 21 (DSER 01 3.6.3.4-2 Addendum 1)

Page 22: API 000 Evaluation of Candidate LBB Piping SystemsAPI000 AP1 000 LBB Piping Assessment * AP1000 LBB Piping Assessment Methodology (DSER 01 3.6.3.4-2)-Seismic Response Spectra Affects-Pipe

AP1000 DESIGN CERTIFICATION REVIEW

Draft Safety Evaluation Report Open Item Response

BOUNDING ANALYSIS CURVE - Pressurizer Safety e"

DCD FIGURE 3B-13 (AP500)3B-19(AP1000)

70.00

* (22.3, 61.9)

60.00:.5O.00-C,,(nU40.00

tD/~~~~~~~~~~~~~~~~~~~~~~ (22.3,36.7)

U)A

230.00 -4- Bounding condition AP600

20.00 A P000

A AP600

1.0 - Bounding condition API000

0.00

0.00. 5.00 10.00 15.00 20.00 25.00 30.00NORMAL STRESS (ksl)

Figure 21 - Bounding Analysis Curve - Pressurizer Safety - 6"

(@) Westinghouse DSER 01 3.6.3.4-2 Addendum I Page 390912712003