Text

Hoop Stresses in Sweep Band
	ML17333A868
Person / Time
Site:	Cook
Issue date:	04/02/1997
From:	Cummings F, Dey A; AMERICAN ELECTRIC POWER CO., INC.
To:	;
Shared Package
ML17333A867	List: ML17333A866; ML17333A868;
References
	DC-D-01-MSC-66, DC-D-1-MSC-66, NUDOCS 9704290143
	Download: ML17333A868 (41)
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STRUCTURAL 4 ANALYTICALDESlGN

'AMERlGANELECTRlC POWER SERVI~ORP.

't RlVERSfOE PLAZA COLUMSUS, OHlO

'I Calculation No.

C.

0 l - M0C ONCET I OAT C

CON PAHY O.C. COOK NUCLEAR PlANT RFC OC SECTION TABLE OF CONTENTS PAGE

=l.0..........

PROBLEM

SUMMARY

3 2.0 ASSUMPTIONS 3.0 4.0 ComaUTE< J.P.

CONCLUSION.

5.0 REFERENCES

6.0 7.0 S.O PIPING INPUT DATA TYPE OF ANALYSES

('8kwg M l )

SL y~&Y OF 'lAXIM'dM S.RESS:-:

(~s 7 9.0 VAL E INFORMATION 10.0 11.0 12.0 13.0 14.0 15.0 16.0 SEIS 1C ACCELERATION OF L~

ES.

NOZZL ANCHOR LOAD SUM~:=.

BRANCHL E DATA SHEET

SUMMARY

.O SUPPORT LOADS.

LUG/TRUNNIO QIPE STRESS SLMQKY.

LOAD COMPARIS N

PIPING ANALXSI.CHECKLIST e

A-ATTACl'~AENT.-.

ATTACPi:ENT B A. <fACgavE ~1~

DATE ~' ~

VNIT NO.

CALCULATION NO ~

The purpose of this calculation is to verify adequacy of the Main Steam (MS) piping system and, specifically, the component 1-MS-1-M-9E (Attachment 1,

Sheet 1 of 11),

a 12'-6" R pipe bend which has been found to have lower-than-minimum wall thickness at certain sections of the bend.

1.0 During this outage (U1R97),

the sweep bend1-MS-1-M-9E was inspected for flow accelerated corrosion (FAC).

The sweep bend is welded to a vertical 30",

90'lbow at one end and to a 30" straight piece of approximately 2'-5/16" length at the other end.

During the 1995 inspection, UT was performed on the vertical elbow and at two extension locations.

These extensions were 1" and 4" respectively from the weld at the elbow and the sweep bend interface (see Attachment 1, Sheet 4 of 11).

The UT data on the elbow was acceptable,

however, one node (2I) on the second extension line was found to have wall thickness of 0.893" which was less than the minimum wall thickness tmin of 0.907" computed with the specified system design pressure Pd of 1085 PSIG.
The grid pattern for this measurement was 4" x 4".
In order to obtain additional information in this area, 1" x 1" grid pattern was developed and a
new set of UT measurements were recorded for an area of 21" (circumferentia) x 32" !arial).
Some of these grid points, mostly within columns J through S were found to have wall thickness less than tmin of 0.907".
The piping system analysis was reviewed with these lower values, and the piping system shown in Isometric 1-MS-1 was found to meet ANSI B31.1 requirements for the longitudinal stresses.
Hoop stress check was not made and an acceptance memo
was issued by Nuclear Engineering (Ref. 3).
The same 21" x 32" grid area was UT'd during this outage.
The measured thicknesses show almost an identical pattern as that of 1995.
A comparison of the 1995 and 1997 data confirm that there is no FAC problem in this system.
An engineering review is performed in this calculation to determine the effects of lower than tmin wall thickness on this MS piping system.
2.0 There are no assumptions made which require further verifications.
3.0 ER I Hand calculations have been performed herein.
Computer data from calculation gDC-D-01-MSC-65 have been used as supporting information.
MECHANICAL DESIGN SECTION AMERICAN ELECTRIC POWER SHEET CALC. BY CHK.
BY PLANT OF ATE NATE~~+
UNIT NO.
4 - o MHCRUGXQH FAC is not indicated in 1-MS-1 Main Steam piping.
The measured wall thickness in one strip in the sweep bend (component ¹ 1-MS-1-9E) does not meet the minimum wall thickness requirement based on the specified design pressure.
The minimum wall thickness requirements,
however, are met based on the actual minimum tensile strength of the material as shown in the mill test report
~
The minimum wall thickness requirements are also met when evaluated with the stress-intensity limits and actual system operational data.
The sweep bend therefore meets the design intent and/or requirements of the ANSI B31.1 and ASME Section III.
5.0
(~~RE QP+
1.
ANSI (USAS)
B31. 1. 0 - 1967, Power Piping Code.
2.
ASME Section III BEPV Code Appendices, 1989.
Memo dated September 8,
1995, from A. J.
Lewandowski to E.
R.
Anderson.
5.
Piping Specification ES-PIPE.-1013-QCN.
Pipe Stress Calculation No. DC-D-01-MSC-65.
1.
UT data on the Sweep Bend (total 11 pages).
2.
TUBECO shop drawing for the Sweep Bend (total 1 page).
3.
Mill test report for the Sweep Bend material (total 4 pages)
Tech.
Spec.
Table 4.7-1 for Steam Line Safety Valves per
Loop, Amendment No. 182, page 3/4 7-4 (total 1 page).
5.
E-mail from Dave Turner to A. K. Dey dated March 25, 1997 (total 1
page) 6.0 None.
t
MECHANICAL DESIGN SECTION AMER1CAN ELECTRIC POWER SHEET CALC.
BY CHK.
BY PLANT OF DATE ~1~
DATE oNlT NO.
DQ 7) 0(- Mdc-4l The following calculations are performed to evaluate code compatibility and to determine structural significance of the wall thickness deficiency.
Hag:
The longitudinal stresses in this piping system are well within the ANSI B31.1 allowable for Pressure, Dead Wt., Thermal
& Seismic loading (Ref.
Calc.
DC-D-01-MSC-65)
and, as such, the calculations below will primarily address stresses in the circumferential direction (hoop stresses).
Pipe Isometric:
1-MS-1, Rev.
15 Pipe Spec:
ES-PIPE-1013-QCN, Class J-14 Pipe Mat:
30" o.d x 1" wall A106 GR.C Design Press Pd
=
1085
PSIG, Design Temp Td 600'F Normal Op.
Press Po
=
728
PSIG, Op.
Temp To = 570'F ANSI B31.1 Piping Matl: Allowable SE
= 17,500 PSI 8 600'F (A)
Minimum Wall Thickness Required Per ANSI B31.1.
Min" thickness tmin
~
+ A Z 5Ew AY)
(OSS 30 Do/07 2
i7,Foo+(oooo)(4))
A 0
(FAC measurements are done and also for no expected FAC)
Y ~ 0.4 for ferritic steel.
Ref.
(1)
At one of'he worse locations of the 21" x 32" grid data (Attachment 1),
the following actual wall thicknesses (ta) have been noted during UT:
Row
¹ MEASURED WALL THICKNESS ta (inch)
~OL N~f 13 14 15 0.860 0.851 0.851 0.851 0.843 0.859 0.857 0.864 0.860 ta average
= 0.855" (ta average is less than the Min" wall of 0.907")
The actual hoop stress using the above equation (pg)(p~)
~ y iosr) so gioss )(0)
=
la (sl ts't>>
z o,ssg OI The actual hoop stress is 4 oSj~ larger than the allowable stress of 17,500 psi.
MECHANICAL DESIGN SECTION AMERICAN ELECTRIC POWER SHEET
'CALC. BY CHK. BY PLANT OF DATE DATE 2
UNIT NO.
CALCULATION NO.
Yield stress (Sy) at 600'F (design temp)
= 29,600 psi (Ref.
2)
Although the calculated hoop stress exceeds B31.1 stress allowable (SE), it is however well below the yield stress at design temperature
and, as
such, the piping system will remain functional and there is no safety concern.
(B)
The allowable stress of 17.5 ksi for SA 106 GR.C is controlled by the material minimum tensile strength (Su) of 70 ksi (Ref.
1 a
2).
The allowable stress is 1/4 Su.
The actual mill test data (see Attachment-3)show that the minimum tensile strength for this specific piping is 76.8 ksi.
The allowable stress based on this actual data, therefore, should be 1/4 (76.8) or 19.2 ksi.
The minimum wall based on the SE
= 19,200 psi tmin ~
0.828 2
(19,200
+ 1085
(
~ 4))
which is smaller than actual wall ta of 0.843.
Therefore, the Main Steam piping system meets the code intended allowable stress limits.
(C)
Wall Thickness Requirement based on System Operation.
The design pressure and the operating pressure for this Main Steam piping system are 1085 psig and 728 psig, respectively (Ref. 4).
Since the operating pressure is small as compared to the design
pressure, the operational data was reviewed to determine the percentage of time the piping system operated above 1000 psig during the last two cycles.
The value of 1000 psig was selected for convenience.
ANSI B31.1 (Ref.
1), article 101.2.2 states that the Internal Design Pressure shall not be less than the maximum sustained fluid Operating Pressure and shall include allowance for pressure surges except for the occasional short period operation at higher than the design pressure.
shows that the system operates only for 5.6'-t of the time above 1000 psig which can be considered as the short period pressure surges above 1000 psig.
Based on the system operational data, if we redefine the design pressure as 1000 psig purely from an engineering and system operation standpoint, the intent of Ref.
1, article 101.2.2 is still met.
l.
'ECHANICAL DESIG ECTION" AMERICAN ELECTRIC POWER SHEET CALC. BY CHK.
BY PLANT DATE ~~~
DATE ~Z~
UNIT NO.
CALCULATION NO.
Therefore, for the newly defined design pressure of 1000 psig, the Main Steam piping will meet the minimum wall thickness requirement (by comparison with the page 5 calculation).
The magnitude of maximum pressure during a pressure surge is limited by the safety valve setting of 1065
+
3% or 1097 psig max.
(Attachment-4)
The minimum wall thickness needed for this short duration operation (5.6%
time between 1000 psig to 1097 psig) is:
]oyv)C~o 0, goo zf((y,gpss)(l /5) ~ (l017)(0)g where the factor 1.15 is the 15% increase in the allowable per Ref.
1, article 102.2.4.
Therefore, from actual system operation condition also, the Main Steam piping system will remain functional, meet the intent of the
code, and have no safety concern.
(D)
Stress Intensity As stated before, the pipe stress analysis (calculation gDC-D-01-MSC-65) confirmed that the piping system as depicted in piping isometric 1-MS-01 meets ANSI B31.1 code allowables for all required load combinations for
Pressure, Dead Wt., Thermal, and Seismic loads.
The maximum interaction ratio is 0. 7198.
For sustained load combination (load set
31. 1-3),
maximum longitudinal stress is 10106 'he shear stresses are insignificant.
Therefore, an element in the pipe bend during a sustained load condition will have stresses as shown below:
6' p
6 Longitudinal stresses due to 10106 psi pressure
& dead wt.
1
~Jq
~
~ 5 6q
= Hoop stress (8 design pressure 1085 psig) = (8'OI f'<<
(p+-
p
~ 1085 psi Therefore, the maximum stress intensity is:
6 - p
=
I860(-(-(os') = I V,NEW Q ~>>~~ I" 5~ = I$,7dg p,cww+8La 5(EEU ZarEaflrl C
Therefore, the sweep bend meets the code stress-intensity limits and, as such, will perform its designed function.
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Company: indiana Michigan Power/AEP Report Date: 21-MAR-97 Time: 11:22:52 Plant: D.C.Cook Unit CHECKWORKS FAC Version 1.0D DB Name: COOK1 t ttttttttttttttt
~ UT Matrix ttttttttttttttttt r.
I sptr:--
I 1
v/g~ +
0 LINENAME:1-MS-001-1 COMPONENT NAME: 1-MS-001-1-L-9E OUTAGE NAME:Ul R95 SECTION: U/S Main Tnom ~ 1.000 (in), Tscreen ~ 0.90T (in)
[Gnd data Cokrr Max.
0.454 0.90T 0.700 0.875 1.000 1.250 A
B C
D 1
1.3ST 1.354 1.367 1.385 2
1.399 1.386 1.417 1A01 3
1.372 1.375 1.388 1.403 4
1.3S2 1.343 1.389 1A33 5
1.32?
1.330 1.388 1.405 6
1.35S 1.320 1.388 1.403 7
1.292 1.333 1.379 1AOB 8
1.274 1.333 1.383 1.401 9
1.3"8 1.343 1.387 1.401 10 1.328 1.351 1.380 1AOO 11 1.336 1.394 1.385 1A02 12 1.333 1.372 1.3n 1.393 13 1.385 14 1A02 15 16 17 18 19 21 22 23 24 E
F G
1.377 1.408 1.394 1.403 1.387 1.384 1.401 1.384 1.377 1.408 1.396 1.400 1.428 1.400 1.377 1A32 1.428 1.401 1.408 1.393 1.408 1.406 1.417 1.411 1.402 1.396 1.389 1.400 1.393 1.413 1.400 1.390 1.383 1.403 1.392 1.380 1.395 1.387 1.382 1.393 1.385 1.375 1.387 1.388 1.380 1.388 1.375 1.380 1.388 H
I J
1.420 1A04 1.438 1.381 1.386 1.381 1.383 1.381 1.369 1.374 1.372 1.363 1.372 1.370 1.355 1.378 1.369 1.359 1.374 1.366 1.387 1.374 1.362 1.364 1.378 1.396 1.382 1.3?S 1.365 1.360 1.375 1.373 1.384 1.3S9 1.357 1.354 1.367 1.390 1.3S4 1.373 1.369 1.360 1.372 1.374 1.365 1.387 1.361 1.352 1.373 1.382 1.350 1.375 1.388 1.375 1.391 1.378 1.377 1.393 1.390 1.372 1.404 1.404 1A26 K
L 1.432
>.422 1.387 1.377 1.3B7 1.396 1.370 1.379 1.380 1.401 1.358 1.388 1.366 1.383 1.36S 1.367 1.361 1.3&S 1.371 1.362 1.403 1.411 1.362 1.412 1.368 1.355 1.362 1.375 1.363 1.39T 1.369 1.374 1.372 1.377 1.370 1.370 1.367 1.377 1.362 1.364 1.363 1.383 1.377 1.366 1.394 1.401 1A23 M
N 0
1.401 1 383 1.388 1.421 1.3SS 1.394 1.37?
1.388 1.354 1.405 1.383 1.378 1.377 1.378 1.376 1.445 1.400 1.375 1A16 1.373 1.368 1.397 1.388 1A01 1.371 1.378 1.391 1.374 1.374 1.400 1.383 1.374 1.387 1.345 1.382 1.366 1.402 1.3&S 1.369 1.3&2 1.384 1.375 1.425 1.378 1A01 1.412 1.372 1.3&S 1.400 1.374 1.3S7 1.350 1.386 1.388 1.407 1.375 1.368 1.356 1.401 1.367 1.348 1.370 1.386 1.402 1.375 1.409 1.377 1AOT 1.412 1.427 1.395 P
Q R
1.400 1.429 1.405 1.403 1.413 1.379 1.370 1.368 1.379 1.358 1.360 1.398 1.383 1.359 1.397 1.383 1.369 1.39&
1.364 1.372 1.403 1.392 1.366 1A03 1.384 1.368 1.396 1.380 1.368 1.385 1.360 1.363 1.391 1.364 1.358 1.370 1.384 1.362 1.376 1.3SO 1.361 1.354 1.382 1.386 1.392 1.369 1.362 1.370 1.359 1.365 1.415 1.358 1.370 1.408 1.3ST 1.377 1.391 1.36& 1.391 1.407 1.409 1.418 1.415 S
T U
1.397 1.386 1.389 1.387 1.390 1.401 1.3?8 1.383 1.402 1.379 1.388 1.405 1.388 1.400 1.41 1 1.387 1.442 1.408 1.391 1.401 1.408 1.393 1.406 1.4IB 1.388 1.404 1.420 1A02 1.404 1A17 1.397 1.433 1.407 1.383 1.399 1.410 1.379 1.400 1.408 1.378 1.402 1.397 1.381 1.397 1.388 1.380 1.383 1.386 1.387 1.432 V
W X
1.382 1.345 1.399 1.394 1.403 1.385 1.405 1.396 1.368 1.407 1.394 1.347 1.408 1.397 1.343 1.407 1.392 1.335 1.406 1.388 1.330 1.410 1.409 1.335 1.417 1.402 1.381 1.411 1.404 1.372 1.408 1.333 1.376 1.438 1.391 1.387 1.392 1.374 1.387 1.384 Min Max 0el Ave 1.345 1.436 0.091 1.395 1.368 1.421 0.055~3 1.354 1.405 0.051~3 1.343 1.433 0.080 1.383 1.327 1.428 0.101 1.380 1.320 1.445 0.125 1.388 1.292 1.416 0.124 1.380 1.274 1.417 0.143 1.382 1.328 1.420 0.092
'l.384 1.328 1.41?
0.089 1.383 1.336 1.433 0.09T 1.388 1.333 1.438 0.105 1.379 1.355 1.408 0.053 1.381 1.354 1.402 0.048 1.377 1.362 1.425 0.063 1.384 1.352 1.412 0.060 1.375 1.350 1.415 0.065 1.376 1.350 1.432 0.082 1.380 1.357 1.407 0.050 1.378 1.356 1.407 0.051 1.379 1.348 1.419 0.071 1.383 1.366 1.426 0.060 6
1.377 1.412 0.035 8
1.385 1.427 0.032
. 15 Min 1.274 1.320 1.367 1.385 1.377 1.385 1.375 1.367 1.357 1.350 1.358 1.355 1.345 1.368 1.354 1.357 1.358 1.354 Max 1.389 1.384 1.417 1.433 1.432 1.428 1.413 1.420 1.404 1.438 1.432 1.423 1.445 1.407 1.412 1.415 1.429 1.415 Del 0.125 0.074 0.050 0.048 0.055 0.043 0.038 0.053 0.047 0.088 0.074 0.068 0.100 0.041 0.058 0.058 0.071 0.061 Ave 1.340 1.353 1.386 1.401
'1.403 1.396 1.389 1.378 1.377 1.374 1.373 1.385 1.392 1.382 1.382 1.374 1.375 1.391 Dev 0.035 0.024 0.012 0.011 0.014 0.012 0.013 0.012 0.014 0.023 0.017 0.020 0.027 0.012 0.016 0.018 0.021 0.015 SECTION
SUMMARY
MinimumThickness 1.274 Minimum at BP, Maximum Thickness
~ 1A45 Maximum at 6,M Delta ~ 0.171 Average Thickness
~ 1.384 Standard Deviation 0.022 1.378 1.386 1.388 1.382 1.345 1.330 1.432 1A42 1.420 1.438 1.409 1.399 0.054 0.056 0.032 0.056 0.064 0.069 1.380 1.402 1.406 1.405 1.392 1.363 0.013 0.015 0.009 0.014 0.017 0.023 rr. rTACB~~~ +
A
Dev 1
0.023 2
0.013 3
0.014 4
0.022 5
0.026 8
0.031 7
0.030 8
0.033 9
0.022 10 0.023 11 0.020 12 0.024 13 0.015 14 0.014 15 0.018 16 0.015 17 0.017 18 0.022 19 0.014 20 0.018 21 0.028 22 0.023 23 0.014 24 0.017
Company: Indiana MIchigan Povrer/AEP Report Date: 21-MAR-97 Time: 11:24:36 Ptas: D.C.Cook Unit CHECKWORKS FAC Version 1.0D DB Name: COOK1 ttttttttttttttttt
'T Matrix ttttttttttttttttt Min 1.232 1.193 1.129 1.053 0.989 0.957 0.953 0.907 0.893 0.924 Max 1.257 1.236 1.181 1.082 1.049 1.034 0.992 O.SOS 0.907 0.945 Del 0.025 0.043 0.052 0.029 0.060 0.077 0.039 0.002 0.014 0.021 Ave 1.245 1.215 1.155 1.068 1.019 0.996 0.973 0.908 0.900 0.935 Dev 0.018 0.030 0.037 0.021 0.042 0.054 0.028 0.001 0.010 0.015 SECTION
SUMMARY
Minimum Thickness
~ 0.893 Minimum at 2,I Maximum Thickness
~ 1.438 Maximum at 2,U Delta = 0.545 Average Thckness
~ 1.151 Standard Deviation ~ 0.174 0.929 0.936 O.S87 0.970 0.936 0.987 0.041 0.000 0.000 0.950 0.936 0.987 0.029 0.000 0.000 LINENAME:1-MS-001-1 COMPONENT NAME: 1-MS-001-1-L-9E OUTAGE NAME:U1 R95 SECTION: D/S Ext.
Tnom ~ 1.000 (in), Tscreen ~ 0.907 (in)
[Grid data Color Max.
0.454 0.907 0.700 0.875 1.000 1.250 A
B C
D E
F G
H I
J K
L M
1 1.232 1.193 1.181 1.M2 1.049 1.034 0.992 0.909 0.907 0.945 0.970 0.936 0.987 2
1.257 1.236 1.129 1.053 0.989 0.957 0.953 0.907 0.893 0.924 0.929 N
0 P
Q R
S T
U V
W X
Min Max Del Ave 1.066 1.141 1.245 1.244 1.265 1.356 1.341 1.398 1.395 1.359 1.273 0.907 1.398 0.491 6
1.131 1.177 1.232 1.238 1.343 1.408 1.438 1.419 1.380 1.307 0.893 1.438 0.545 1.086 1.131 1.177 1.232 1.238 1.343 1.341 1.3S8 1.3S5 1.359 1.273 1.066 1.141 1.245 1.244 1.265 1.356 1.408 1.438 1.419 1.380 1.307 0.000 0.010 0.068 0.012 0.027 0.013 0.067 0.040 0.024 0.021 0.034 1.066 1.136 1.211 1.238 1.252 1.350 1.375 1.418 1.407 1.370 1.290 0.000 0.007 0.048 0.008 0.019 0.009 0.047 0.028 0.017 0.015 0.024 Qi
Oev 0.165 2
0.$ 88
h
Company: Indiana Michigan Povrer/AEP Report Date: 21-MAR-97 Time: 11:12:46 Plant: D.C.Cook Unit: 1 CHECKWORKS FAC Version 1.0D DB Name: COOK1 UT Matrix-
' ttttttttttttttt LINENAME:1-MS-001-1 COMPONENT NAME: 1-MS-001-1-M-9E OUTAGE NAME:U1 R95 SECTION: U/S Main Tnom ~ 1.000 (in), Tscreen ~ 0.907 (in)
[Grid data Color Max.
0.454 0.907 0.700 0.875 1.000 A
8 C
D E
1 1.021 0.993 0.999 0.9&9 0.951 2
0.954 0.947 0.940 0.933 0.926 3
0.990 0.953 O.Q53 0.951 0.939 4
0.954 0.950 0.949 0.984 0.938 5
0.953 0.956 0.955 0.950 0.940 6
0.957 0.953 0,955 0.949 0.955 7
0.960 0.959 0.955 0.946 0.944 8
0.971 O.Q55 0.956 0.940 0.943 9
0.9r2 0.961 0.949 0.940 0.938 10 0.96& 0.96& 0.956 0.943 0.941 11 0.972 0.964 0.962 0.947 0.934 12 0.971 0.957 0.943 0.943 0.921 13 0.967 0.949 0.936 0.930 0.921 14 0.962 0.945 0.934 0.923 0.910 15 0.966 0.953 0.939 0.918 0.912 16 0.963 0.943 0.929 0.922 0.922 17 0.957 0.936 0.914 0.913 0.909 1&
0.941 0.913 0.899 0.&94 0.887 19 0.934 0.906 0.896 0.892 0.906 20 0.932 0.914 0.907 0.906 0.919 21 0.942 0.929 0.920 0.913 0.920 22 0.949 0.939 0.927 0.930 0.932 23 0.960 0.948 0.938 0.931 0.939 24 0.972 0.957 0.951 0.940 O.Q43 25 O.SBO 0.964 0.95& 0.952 0.951 26 0.985 0.975 0.962 0.954 0.845 27 0.993 0.977 0.966 0.960 0.953 28 O.S90 0.983 0.966 0.960 0.951 29 0.992 0.981 0.974 0.957 0.941 30 0.987 0.977 O.Q62 0.949 0.929 31 0.98& 0.973 0.949 0.935 0.920 32 0.983 0.999 0.950 0.924 0.915 1.250 F
G 0.946 0.936 0.901 0.902 0.924 0.911 0.926 0.921 0.933 0.932 0.932 0.929 0.954 0.929 0.942 0.920 0.942 0.919 0.931 0.922 0.924 0.906 0.917 0.910 0.917 0.90&
0.908 0.896 0.916 0.897 0.918 0.907 0.923 0.900 0.910 0.918 0.917 0.913 0.922 0.914 0.918 0.922 0.926 0.922 0.934 0.952 0.938 0.925 0.939 0.933 0.940 0.927 0.931 0.937 0.929 0.931 0.925 0.920 0.916 0.911 0.912 0.906 0.907 0.906 H
I 0.970 0.962 0.&90 0.913 O.QOB 0.902 0.902 0.906 0.938 0.913 0.930 0.938 0.919 0.949 0.936 0.902 0.915 0.903 0.901 0.903 0.903 0.892 0.899 0.918 0.8&9 0.&94 0.8&B 0.890 0.&94 0.903 0.897 0.924 0.&91 0.&88 0.895 0.892 0.901 0.895 0.902 0.&99 0.905 0.899 0.905 0.909 0.935 0.918 O.Q43 0.912 0.911 0.915 0.908 0.914 0.906 0.900 O.QOB 0.914 0.913 0.915 0.903 0.903 0.886 0.&90 0.896 0.873 J
K 0.924 0.912 0.8&8 0.905 O.Q01 0.897 0.904 0.910 0.920 0.918 0.913 0.935 0.905 0.904 0.&99 0.899 0.903 0.920 0.899 0.&90 0.891 0.&8&
0.894 0.879 0.&90 0.908 0.889 0.&87 0.899 0.&75 0.889 0.&7&
0.892 0.885 0.&97 0.884 0.901 0.902 0.902 0.894 0.895 0.88&
0.903 0.923 0.913 0.920 0.910 0.925 0.906 0.&QB 0.&94 0.884 0.8&B 0.882 0.904 0.8&6 0.901 0.&QB 0.874 0.8&8 O.B?3 0.882 0.871 0.865 L
M 0.909 0.928 0.&96 0.&91 0.8&6 0.905 0.890 0.894 0.930 0.903 0.&99 0.89&
0.&89 O.S07 0.&B& 0.896 0.8&5 0.&&4 0.908 0.&&3 0.904 0.871 0.865 0.871 0.&62 0.865 0.&65 0.866 0.866 0.869 0.&59 0.895 0.892 0.867 0.865 0.884 0.8&B 0.&&0 0.8&3 0.876 0.&69 0.&84 0.&76 0.894 0.&84 0.917 0.&84 0.&96 0.8&1 0.&83 0.&72 0.&7&
0.867 0.87&
0.874 0.8&8 0.880 0.91&
0.&82 0.&&6 0.&71 0.&77 0.866 0.875 N
0 0.921 0.919 0.895 0.879 0.904 0.914 0.8&8 0.&&5 0.&BB 0.8&4 0.&83 0.&&9 0.&83 0.&81 0.&82 0.885 0.876 0.873 0.872 0.870 O.BS1 0.863 0.864 0.&53 0.861 0.&54 0.&64 0.&53 0.&63 0.858 0.&61 0.&52 0.859 0.&58 0.&69 0.868 0.&'75 0.870 0.869 0.&87 0.871 0.&67 0.867 0.8&4 0.907 0.885 0.&&2 0.8&1 0.&85 0.877 0.&92 0.8?9 0.88& 0.&&7 0.&92 0.&M 0.&92 0.&87 0.897 0.&94 0.890 0.885 0.&93 0.904 P
Q 0.924 0.966 0.873 0.&97 0.90& 0.&92 0.&90 0.900 0.889 0.&92 0.892 0.898 0.892 0.899 0.8&5 0.893 0.87& 0.&96 0.&7& 0.&&2 0.&69 0.879 0.860 0.873 0.849 0.857 0.847 0.844 0.851 0.875 0.&54 0.&57 0.&5& 0.&65 0.867 0.876 0.&76 0.879 0.873 0.87&
0.880 0.888 0.887 0.8&5 0.&84 0.886 0.893 0.&83 0.&81 0.882 0.881 3.879 0.8&1 0.879 0.8&4 0.897 0.892 0.890 0.&95 0.&86 0.894 0.88&
0.890 0.882 R
S 1.002 0.993 0.917 0.956 0.909 0.925 0.916 0.934 0.913 0.926 0.917 O.S42 0.919 0.923 0.906 0.916 0.899 0.901 0.&94 0.894 0.&82 0.8&5 0.871 0.874 0.859 0.861 0.850 0.860 0.856 0.&66 0.&61 0.869 0.&68 0.869 0.875 0.875 0.884 0.&78 0.&86 0.872 0.890 0.877 0.&79 0.&76 0.882 0.882 0.8&0 0.882 0.&91 0.&74 0.886 0.877 0.873 0.8&0 0.87& 0.878 0.&79 0.877 0.880 0.&85 0.&87 0.&93 0.889 0.&87 T
U 0.924 0.970 0.931 0.923 0.933 0.925 0.943 0.949 0.941 0.938 0.932 0.928 0.933 0.935 0.919 0.937 0.932 0.924 0.900 0.920 0.900 0.914 0.87& 0.925 0.879 0.917 0.875 0.912 0.&75 0.90&
0.882 0.909 0.&88 0.903 0.883 0.90?
0.8&5 0.887 0.8&5 0.&92 0.8&6 0.905 0.885 0.92&
0.887 0.89&
0.880 0.923 0.&75 0.&91 0.883 0.&&1 0.&7& 0.881 0.872 0.8&8 0.&77 0.883 0.&73 0.&7&
0.&90 0.925 0.&BB Min Max 0.909 1.021 0.&73 0.956 0.&86 0.990 0.&85 0.9&4 0.884 O.S56 0.&83 0.957 0.881 0.960 0.8&2 0.971 0.873 0.962 0.870 0.968 0.&63 0.972 0.&53 0.971 0.&49 O.S67 0.844 0.962 0.851 O.S&6 0.&52 0.963 0.&5& 0.957 0.&65 0.941 0.870 0.934 0.&69 0.932 0.867 0.942 0.867 0.949 0.8&2 0.960 0.880 0.972 0.&74 0.9&0 0.872 0.9&5 0.867 0.993 0.872 0.990 0.&77 0.992 0.873 0.9&7 0.871 0.988 0.865 0.999 0el Ave 0.112 0.955 0.0&3 0.912 0.104 0.920 O.OQ9 0.921 0.072 0.924 0.074 0.925 0.079 0.923 0.0&9 0.918 0.0&9 0.914 0.09& 0.911 0.109 0.907 0.118 0.&99 0.118 0.894 0.118 0.&&9 0.115 0.&93 0.111 0.895 0.099 0.892 0.076 0.890 0.064 0.&S4 0.063 0.896 0.075 0.898 0.082 0.906 0.07& 0.914 0.092 0.914 0.106 0.911 0.113 0.909 0.126 0.909 0.118 0.912 0.115 0.914 0.114 0.907 0.117 0.905 0.134 0.903 Dev 0.034 0.024 0.025 0.027 0.023 0.024 0.026 0.027 0.02&
0.030 0.032 0.035 0.035 0.033 0.033 0.032 0.027 0.020 0.016 0.01&
0.021 0.024 0.026 0.030 0.034 0.036 0.040 0.037 0.036 0.034 0.032 0.037 Min 0.932 0.906 0.&96 0.892 0.8&7 0.901 0.&96 0.886 0.873 0.871 0.865 0.859 0.&65 Max 1.021 O.SQ9 O.SS9 0.989.0.955 0.954 O.S52 0.970 0.962 0.924 0.935 0.930 0.928 Del 0.0&9 0.093 0.103 0.097 0.068 0.053 0.056 0.0&4 0.089 0.053 0.070 0.071 0.063 Ave 0.968 0.956 0.945 0.938 0.931 0.926 0.918 0.909 0.908 O.BSB 0.&97 0.882 0.8&8 Dev 0.019 0.022 0.022 0.022 0.016 0.012 0.013 0.01S 0.018 0.012 0.017 0.016 0.016 I
SECTION
SUMMARY
MinimumThickness
~ 0.&44 Minimum at 14,Q 0.859 0.852
.847 0.92 0.91 0.924 0.96B 0.062 0.067 0.077 0.122 0.8&2 0.&7& 0.8&0 0.8&5 0.015 0.017 0.017 0.020 9 0.&72 0.878
.002 0.993 0.943 0.970 0.152 0.133 0.071 0.092 0.&SO 0.&93 0.897 O.S13 0.02& 0.031 0.024 0.022
/iT<A<iiitkti<
iLJ-, o
( ~$ 1i
C'
Maximum Thickness
~ 1.021 Maximum at 14 Oetta ~ 0.177 Average Thickness
~ 0.909 Standard Oeviation ~ 0.032
Company: Indiana Michigan Power/AEP Report Date: 21-MAR-97 Time: 10:40:47 Plant: D.C.Cook Unit: 1 CHECKWORKS FAC Version 1.0D DB Name: COOK1 ttttttttttttttttt
"'TMatrix-
'tt%4tttHttIttt LINENAME:1-MS-001-1 COMPONENT NAME: 1-MS-001-1-M-9E OUTAGE NAME:U1 R97 SECTION: U/S Main Tnom = 1.000 (in), Tscreen ~ 0.907 (in)
[Grid data Color Max.
0.454 0.907 0.700 0.875 1.000 1.250 A
B C
1 1.014 0.997 0.971 2
0.954 0.952 0.948 3
0.959 0.958 0.963 4
0.949 0.952 0.946 5
0.978 O.S67 0.959 6
O.QM 0.967 0.952 7
0.962 0.957 0.957 8
0.957 0.960 0.955 9
0.963 0.969 0.962 10 0.967 0.969 0.957 11 0.975 0.971 0.969 12 1.003 0.963 0.952 13 0.969 0.959
- 0.943 14 O.S91 0.945 0.935 15 0.972 0.949 0.939 16 0.969 0.954 0.938 17 0.951 0.934 0.917 18 0.944 0.913 0.899 19 0.93S 0.908 0.901 20 0.929 0.918 0.910 21 O.S40 0.927 0.918 22 0.952 0.942 0.928 23 0.963 0.957 0.937 24 0.974 0.991 0.950 25 0.981 0.972 0.959 28 0.989 0.985 0.966 27 0.997 0.980 0.964 28 0.993 0.979 0.972 29 0.998 0.984 0.973 30 1.000 0.982 0.970 31 0.991 0.982 0.967 32 0.994 0.972 0.956 D
E 0.983 0.969 0.938 0.935 0.934 0.934 0.968 0.926 0.944 0.937 0.957 0.957 0.950 0.954 0.951 0.947 0.947 0.942 0.947 0.942 0.951 0.935 0.954 0.922 0.936 0.925 0.927 0.917 0.928 0.909 0.925 0.920 0.920 0.914 0.805 0.899 0.895 0.903 0.909 0.912 0.912 0.911 0.929 0.929 0.947 0.937 0.951 0.942 0.953 0 948 0.965 0.950 0.961 0.947 0.961 0.948 0.955 0.953 0.942 0.930 0.942 0.915 0,92S 0.913 F
G 0.953 0.950 0.896 0.900 0.924 0.911 0.923 O.S14 0.936 0.927 0.945 0.929 0.938 0.925 0.943 0.922 0.942 0.922 0.936 0.928 0.933 0.914 0.927 0.914 0.917 0.904 0.919 0.&SS 0.909 0.905 0.914 0.909 0.919 0.907 0.918 0.901 0.917 0.914 0.939 0.915 0.92S 0.920 0.951 0.912 0.939 0.925 0.941 0.930 0.945 0.937 0.948 0.936 0.942 0.921 0.933 0.924 0.937 0.916 0.917 0.909 0.913 0.920 0.906 0.877 H
I 0.939 0.941 0.885 0.910 0.900 0.911, 0.905 0.908 0.915 0.914 0.920 0.922 0.926 0.933 0.907 0.898 0.909 0.901 0.916 0.902 0.902 0.926 0.927 0.901 0.893 0.903 0.890 0.893 0.894 0.908 0.896 0.902 0.893 0.904 0.907 0.907 0.905 0.903 0.910 0.898 0.907 0.903 0.929 0.913 0.919 0.918 0.938 0.916 0.928 0.909 0.916 0.917 0.926 0.900 0.905 0.905 0.924 0.915 0.907 0.905 0.893 0.892 0.879 0.879 J
K 0.901 0.903 0.889 0.888 0.897 0.896 0.898 0.903 0.905 0.909 0.911 0.906 0.908 0.902 0.908.0.908 0.907 0.894 0.901 0.892 0.898 0.887 0.891 0.879 0.892 0.875 0.888 0.876 0.889 0.888 0.897 0.881 0.896 0.907 0.898 0.884 0.911 0.899 0.905 0.894 0.901 0.911 0.913 0.918 0.913 0.899 0.920 0.895 0.908 0.892 0.895 0.882 0.891 0.883 0.905 0.898 0.898 0.878 0.881 0.869 0.865 0.870 0.865 0.872 L
M 0.921 0.906 0.897 0.888 0.895 0.898 0.898 O.BS1 0.900 0.88&
0.894 0.913 0.929 0.892 0.913 0.913 0.907 0.881 0.903 0.884 0.900 0.896 0.871 0.868 0.872 0.864 0.895 0.864 0.859 0.868 0.865 0.867 O.N1 0.871 0.872 0.878 0.888 0.896 0.881 0.889 0.869 0.869 0.806 0.891 0.883 0.887 0.906 0.888 0.871 0.885 0.871 0.885 0.873 0.878 0.880 0.883 0.882 0.&QS 0.878 0.893 0.874 0.890 0.884 0.885 N
0 0.905 0.915 0.887 0.885 0.899 0.904 0.892 0.885 0.884 0.887 0.918 0.888 0.887 0.880 0.882 0.909 o.s77 o.&7e 0.884 0.878 0.874 0.872 0.855 0.865 0.857 0.857 0.855 0.859 0.864 0.858 O.BSS 0.858 0.859 0.857 0.869 0.869 o.sse o.&75 0.871 0.879 O.BS4 0.859 0.873 0.883 O.an 0.882 0.895 0.880 0.884 0.877 0.881 0.879 0.883 0.877 0.893 0.885 0.899 0.888 O.BQB 0.885 0.899 0.910 0.895 0.923 P
Q 0.935 0.917 0.889 0.893 O.BQ9 0.898 0.887 0.894 0.885 0.899 0.886 0.893 0.878 0.893 o.87e o.&ss 0.867 0.888 0.867 0.880 0.889 0.878 0.864 o.sse 0.860 0.851 0.851 0.843 0.857 0.864 0.855 0.866 0.858 0.868 0.872 0.879 0.872 0.882 0.870 0.876 0.871 0.886 0.885 0.902 0.886 0.888 0.883 0.892 0.885 0.880 0.888 0.887 0.881 0.879 0.882 0.877 0.885 0.878 0.897 0.889 0.899 0.885 0.891 O.N4 R
S 0.946 0.957 0.911 0.920 0.914 0.926 0.912 0.933 0.907 0.922 0.913 0.932 0.918 0.921 0.895 0.917 0.892 0.907 0.885 0.901 0.879 0.886 0.864 0.869 0.851 0.856 0.859 0.861 0.860 0.&N 0.877 0.866 0.869 0.878 0.878 0.885 0.&79 0.879 0.878 0.879 0.8&7 0.880 0.886 0.884 0.882 0.880 0.879 0.880 0.876 0.871 0.877 0.872 0.889 0.901 0.883 o.&7e 0.883 0.911 0.886 0.889 0.915 0.891 0.917 0.921 T
U 0.929 0.930 0.922 0.920 0.947 0.942 0.949 0.944 0.960 0.939 0.942 0.938 0.936 0.936 0.933 0.945 0.937 0.955 0.903 0.922 0.902 0.929 0.899 0.924 0.908 0.908 0.881 0.913 0.878 0.913 0.878 0.906 0.895 0.905 0.885 0.900 0.879 0.897 0.886 0.900 0.890 0.901 0.8&8 0.920 0.884 0.900 0.904 0.891 0.870 0.912 0.901 0.911 0.870 0.884 0.883 0.873 0.887 0.879 0.890 0.891 0.898 0.922 0.902 0.900 Min Max Del Ave 0.901 1.014 0.113 0.942 0.885 0.954 0.069 0.910 0.895 O.S63 0.068 0.919 0.885 0.968 0.083 0.918 0.884 0.978 0.094 0.922 0.886 0.967 0.081 0.926 0.878 0.962 0.084 0.923 0.876 0.960 0.084 0.920 0.867 0.969 0.102 0.916 0.867 0.969 0.102 0.913 0.872 0.975 0.103 0.913 0.855 1.003 0.148 0.905 0.851 0.969 0.118 0.895 0.843 0.991 0.148 O.BS3 0.856 O.S72 0.116 0.894 0.855 0.969 0.114 0.896 0.857 0.951 O.OS4 0.896 0.869 0.944 0.075 0.893 0.872 0.938 0.064 0.896 0.870 0.939 0.069.0.888 0.859 O.S40 0.081 0.898 0.873 O.S52 0.079 0.911 0.880 0.963 0.083 0.910 0.879 0.991 0.112 0.916 0.870 0.981 0.111 0.911 0.871 0.9&9 0.118 0.914 0.870 0.997 0.127 0.911 0.873 0.993 0.120 0.911 0.878 0.998 0.120 0.915 0.869 1.000 0.131 0.910 0.865 0.991 0.126 0.911 0.864 O.QS4 0.130 0.906 Dev 0.032 0.024 0.023 0.025 0.028 0.025 0.026 0.026 0.032 0.031 0.033 0.040 0.037 0.037 0.033 0.032 0.026 0.019 0.016 0.020 0.023 0.023 0.028 0.033 0.037 0.039 0.039 0.038 0.037 0.036 0.034 0.034 Min 0.92S 0.908 0.899 0.895 0.899 0.896 0.877 0.879 0.879 0.865 0.869 Max 1.014 0.997 0.973 0.983 0.969 0.953 0.950 0.939 0.941 0.920 0.918 Del 0.085 0.0&S 0.074 0.088 0.070 0.057 0.073 0.060 0.062 0.055 0.049 Ave 0.971 0.960 0.948 0.941 0.932 0.930 0.917 0.910 0.808 0.898 0.892 Dev 0.022 0.022 0.021 0.020 0.017 0.014 0.014 0.015 0.012 0.012 0.013 0.859 0.864 0.855 0.856 0.851 0.843 0.851 0.856 0.870 0.873 0.929 0.913 O.S18 0.923 0.935 O.S17 0.946 0.957 O.S60 0.955 0.070 0.049 0.063 0.067 0.084 0.074 0.095 0.101 0.090 0.082 0.888 0.888 0.882 0.881 0.880 0.884 0.889 0.894 0.904 0.914 0.018 0.013 0.016 0.017 0.016 0.014 0.021 0.025 0.025 0.021 hvrsc~p ~
(4th +
II if I]
E 4
I
SECTION
SUMMARY
MinimumThickness
~ 0.843 Maximum Thickness
~ 1.014 Delta ~ 0.171 Average Thickness
= 0.910 Standard Deviation = 0.032 Minimum at 14,Q Maximum at th
~'r--t. -.
~ - -
~
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~
v>IC>>n>
<<<>A >Ji>>e: ll M/u( 9/
I>me '0;58:12 Plant: D.C.Cook Unit CHECKWORKS FAC Version 1.0D DB Name: COOK1 ttttttttttttttttt
-'T Matrix ttttttttttttttttt LINENAME:1-MS-001-1 COMPONENT NAME: 1-MS-001-1-M-9E OUTAGE NAMES: U1 R95, U1 R97 SECTION: U/S Main Tnom = 1.000 (In), Tscreen ~ 0.907 (In) tWear data Color Max. -0.040-0.021 -0.002 0.018 0.037 A
8 C
D E
F G
H I
J K
L M
N 0
P Q
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T U
Min Max 1
0 00/ -0004 0028 0 006-0018-0007-0014 OD31 0021 0023 !>>)>><>-C012 0022
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0. 5
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O'GG 0036 Oonn 0 ":;)-0016 0036 3
0031-0005-0010 00!7 0005 0000 GQGl) 0006-0009 i? 00>
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">ix>5 >n '><<>)'>-0006-OOGS Gool-0014-0017-0017 0031 4
0005-0002 0003 00!6 GOI2 0 003 GCG7-0003-0002 09)6
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(><lC>> '*>: >6 0
>04 I!<'()!<<0006 0 "".. -0008 0016 W025-0011-0004 0 006 0003-0003 DOG~ 0023.0 00>
OG!5> 0 nl>> 0030
< "<" OOO> -0003
>; (i'>.0007 0(36 OC>()> -0019 I>(><>> r0025 0030
-0002-0014 0 003-0008-0002-0013 GOGO 0 Glo 0 0>6 0 GG2 0029
(! 0>'0015%035 n(u'I
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(%> 0 o!G-0010-0010-0035 0029 7
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=00'"< -0008-0013-0007-0004 OOGI>-0003 OOGS 0007-0004 Q026-0022 i': ~:>i>(!I -0003 nl>il 0 'n O(X>i-0006-0005-0031-0031 0026 10
>'000>-Gool-0004-GG<>l-0005-0006-0015 GGG!-0002-0002
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< >I n '."" (>00!>-0007-0003-0002-0015 0011 11
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GOG>3-<) 001-0002-0015-0034 00'.7 12 4032-0006-0009-0011-00>i-0010-00044028 GG!7 <'003 (>GG'0006 '<<0> "<<09-0012-0004-0013 G(K)7 C<i!Ol -0021 G(3> -0032 0017 13
-0002-0010-0007-0006-0004 0 GGG 0 GG I -0004-0009-0002 0033-0010 <<'i>>
!'8 -0003-0011
(>>>Gi) 0 (>C'>) 0 l>i1a -0029 0 <>i 9-0029 0033 14 '029 0 000-0 GGI -0004-000'7-0011 Q(>00-0002-0003 0 0<)! 0 i)liQ030 n
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<<>'-'.>> -0009 OGGI -0006 0 <>> > -0030 0011 15
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-0004-QQQ3 0002-0001 0006-0011 00!6-0020 0000-0003 Gno! -0006 n<<<>G 0(>05 0(>>o 0000 l>(>>'.0-0.016%.021 0008-0.003-0021 0016 28
-0003 0004-0006-GGGI 0003-0004 0007 0003 0009-000!-0010-OOQ6
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-0006-0003 0001 0002-0012-0012 0.004-0011 0000 0003 0020-0002 0022-0007-Gool 0007 0()!2-0004.034-0010 OGN-0034 0022 30
-0.013-0.005-D.008 0.007-0 ool -0 00> 0 002-0.004-0.002-0.007 0.019 0 0(>> -0.007 0 00!
G 009-0.002-0.003-0.006-0.004-0.017-0.013-0.017 0.019 31
-0003-0009-0018-0007 0005-000!-0014-0007-0002 0008 00>".-0003-0013-00094.025-0.005
(>003-0028 0(>02-0008 0(!93-0028 0012 32
-0011 0027-0006-0002 0002 oool 0029 00!7-0006 GQQS-0007 (>Got-00(0-0002-0019-GGGI-0012<028%034-0014
-0034 0029 Min
-0.032 4.034-0.018 4.016-0.018-0.025-0.014
-0.028-0.034-0.010-0.023 4040 4025-0.035 4025-0.020-0.017 4.028-0.034-0.029-0.031 Max 0.031 0.027 0.028 0.017 0.012 0.016 0.029 0.031 0.022 O.D23 0.033 0.030 0.030 0.024 0.010 0.014 0.049 0.056 0.036 0.009 0.040 Del D.QS3 0.061 0.046 0.033 0.030 0.041 0.043 0.059 O.Q56 0.033 0.056 0.070 0.055 0.059 0.035 0.034 0.066 0.084 0.070 0.038 0.071 Ave
-0.003-0.004-0.003<.003-0.001-0.004 0.0024.001 0.000 0.000 0.005-0.005 0.002 0.000-0.002 0.000 0.002 0.001 <.001 4.007-0.001 Dev 0.011 0.009 0.007 0.007 0.007 0.008 0.010 0.014 0.011 0.007 0.014 0.014 0.013 0.011 0.009 0.008 0.012 0.014 0.014 0.009 0.015 SECTION
SUMMARY
MinimuinWear
~ 4).040 Min!mum at 7,L 0el Ave 0.074 0.013 D.052 0.002 0.048 0.001 0.024 0.003 0.055 0.002 0.064 -0.001 0.056 0.000 0.054 -0.003 0.057 -0.002 0.026 -0.002 0.051 -0.006 Q.049 -D.QQS 0.062 -0.001 0.041 -0.004 D.024 -0.001 0.044 -Q.001 0.028 -0.004 0.032 -0.003 0.022 -0.003 0.025 -0.002 0.038 0.001 0.040 -0.005 D.046 0.004 0.068 -0.002 0.036 -0.001 0.041 -0.005 0.037 -0.002 0.031 0.001 0.056 -0.001 0.038 -0.003 0.040 -0.008 0.063 -O.OD3 Dev 0.022 0.011 0.011 0.008 0.013 0.013 0.012 0.013 0.012 0.008 0.011 0.012 0.012 0.010 0.006 0.010 0.006 0.007 O.D06 0.006 0.008 0.011 0.012 0.015 0.008 0.009 0.009 0.008 0.012 0.008 0.010 0.016
~
C
~
~
Maximum Wear
~ 0.056 Maximum at 1,R Delta
~ 0.098 Number of Rows 32 Average Wear
~ -0.001 Number of Cols = 21 Standard Deviation ~ 0.0t 1
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SV-3 1065 psig 1065 psig 1075 paid 1075 paid 1085 paid 16 in. 2 16 in. 2 16 in. 2 16 in. 2 16 in. 2
The liftsetting pressure shall correspond to ambient conditions of the valve at nominal operating temperature and pressure.
COOK NUCLEhR PLhNT - UNIT 1
3/4 7-4 hMENDMENT NO
kQO, 182
r
/p
'r
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1'o:
Cc:
Bcc:
From:
Subject:
Date:
Attach:
Certify:
Priority:
Defer until:
Expires:
Forwarded by:
AMIYA K.
DE DGSAEPSC Jim D. BenesNESBSCOOK,Michael E RussoNSASCook Mark R MichaelsonNESBCOOK Richard A.F. HarrisNESBSCOOK David G TurnerNESBSCOOK Unit 1 Operational Data
Tuesday, March 25, 1997 10:56:51 est NNormal
Amiya, Data from the last two Unit 1 fuel cycles has been reviewed for the purpose of determining how much time the secondary side would be pressurized to greater than 1000 psig.
The logic used xs that while the unit is generating
power, the pressure will almost always be less than 980 psig.
This 980 psig corresponds to 10.
RTO.
Therefore, the period when the unit could have pressure greater than 1000 psig in the secondary cycle would be anytime when in modes 1,
2, or 3 and at less that 10'.
RTO in parallel.
Mode 3
z.s a transitional mode when the primary loop temperatures are in the range of greater than 350'F up to full temperature and pressure.
Including all this time would be conservative.
Therefore, all the hours when the unit was in modes 1,
2, or 3 are used to bound the conservative time when the unit may have a secondary side pressure of >1000 psig.
The last two Cycle's statistics are:
Hours in M1-M3
= 22248.7 Hours Critical = 21335.8 Hours Parallel
= 21003.2 Hours in M1-M3 not in Parallel
= 1245.5 Percent of Ml-M3 time possible at
>1000 psig
= 5.6% of the time My thanks to Mike Russo for sharing some of his statistics on Unit 1 hours1.157407e-5 days 2.777778e-4 hours 1.653439e-6 weeks 3.805e-7 months operation in the different modes.
Contact me if you have any questions.
Extension/pager 1095.
Dave Turner
NE&15 (OZ/95)
DONALD C.
COOK NUCLEAR PLANT Section DESIGN VERIFICATION CHECKLIST CALCULATIONS Calculation Number Dd "D-D/ HS~
Rev.
Signature of Verifier
+ -Z-f Date 1.0 Were the inputs correctly selected, incorporated and documented into the calculation?
Yes ~
N/A Basis:
8 F/ JY V J gE'YCC 7844'U OP WF e
CCdc 2.0 Are assumptions necessary to perform the calculation adequately.
described and reasonable?
Basis:
ikey J
JJ V Rid'rV~ W VJ'C-5'es N/A~
3.0 Are the applicable
codes, standards and regulatory requirements identified and requirements for design met?
Yes N/A Basis:
CfE Pg OJ 5'/rS Odd CPE87i4Af (crt' d
c' o
RF c
4.0 Was an appropriate design method used?
Basis:
-Sl'Co o'S PC o
Yes ~
N/A lz CO FX 5.0 Is the output reasonable compared to input?
Yes ~
N/A Basis:
Can&r rW 7Ã OOZE E'MEWWA' sloe]87/Fp Ec6 ZEiv wx
/r'res zEE eu ex+'c z E XoWA 6.0 Are the results numerically correct?
Basis:
gE'iO'C Mc4 c'
c'p Yes ~
N/A Vf'E oR P4pe 1 of 1
I 4
4

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