API 000 Evaluation of Candidate LBB Piping SystemsAPI000 AP1 000 LBB Piping Assessment * AP1000 LBB...
Transcript of API 000 Evaluation of Candidate LBB Piping SystemsAPI000 AP1 000 LBB Piping Assessment * AP1000 LBB...
AP1000
API 000 Evaluation of Candidate LBBPiping Systems
Presentation to NRC StaffRockville, MD
October 2, 2003
eBNFL @)Westinghouse
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Attachment 2
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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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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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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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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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)
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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)
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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Project: AP600 I Document: PXS-PLR-040 I Rev. 2 |Page q
PXS-040 LBBBounding Analysis Curve 11
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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)
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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ANALYSIS PACKAGE APP-PXS-PLA-060
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PXS-060 1BOUNDNG ANALYSIS CURVE 16
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Figure 7.7.1 : Bounding Analysis Curve 16
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)
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
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ANALYSIS PACKAGE APP-RCS-PLA-O10
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ANALYSIS PACKAGE APP-RCS-FLA-OI
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
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)
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