ML20116B157

Svc Water Through Wall Flaw Evaluation

ML20116B157
Person / Time
Site:	Point Beach
Issue date:	07/19/1996
From:	Jun Lee, Newton M WISCONSIN ELECTRIC POWER CO.
To:
Shared Package
ML20116B150	List: ML20116B147 ML20116B157
References
96-0149, 96-149, GL-90-05, GL-90-5, NUDOCS 9607290120
Download: ML20116B157 (15)

Text

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NUCLEAR POWER BUSINESS UNTT CALCULATION REVIEW AbV APPROVAL I - Calculation #

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6 + 9 Arracume,tr Title of Cniculatica: (a sac 8 $ttatLE wATtK ~rutouGB coa LL LCM tvA Lu AT tre rJ ji( Original Calculation ,E[ QA-Scope O Revised Calculation. Revision #

D Superseding Calculation. Supersedes Calculation #

Modification #

Description:

N/A "YA I Other

References:

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m . A . v CwteeJ *Tuty 19 1996 This Calculation has been reviewed in accordance with NP 7.2.4. The review was accomplished by one or a combination of the following (m: checked):

A review of a representative san:ple of repetitive N A detailed review of the original calculation.

calculations.

A review of the caleu!ation against a similar A nylew by an alternate, simplified, or calculation previously performed. approximate method of calculation.

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4-CALCULATION SHEET d Shut No.1 of 5 )

. Refers to : Calc 96-0149 Service Water Made by _f . w. Date suv it 1914 l Throuah Wall Flew Evaluation Checked by -r. w G Date r / s9 in {

l PURPOSE: The purpose of this calculation is to document the acceptability proposing a non-code temporary repair to piping with a through wall piping leak in the service water system. The piping is 6 inch, schedule 40, ASTM A106 grade B. It is the service water supply to the decontamination area and is not typically in service.

This acceptability is based upon the criteria of Nuclear Regulatory Commission (NRC) Generic Letter 90-05 as detailed below. This method may only be used for piping flaws. l l

ASSUMPTIONS: 1) The wall thinning conditions are documented on the attached sketch.

I 2) The wall thinning has resulted in a through wall leak.

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3) The piping item is carbon steel or low alloy steel.

4) The piping is ASME Section XI code class 3.

l 5) The piping is ferritic or austenitic stainless steel.

6) The flaw has originated from the inside diameter of the piping.

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REFERENCES:

a) NRC Generic Letter 90-05, Guidance for performing temporary non-code repair of ASME code class 1,2 and 3 piping.

l b) USAS B31.1 - 1967, Power Piping c) ANSI B16.9 Factory-Made Wrought Steel Buttwelding Fittings d) WEPCo piping stress analysis report, WE-300023 e) As noted elsewhere in this calculation.

ATTACHMENTS: 1) Nondestructive Evaluation Report of wall thinning and location,1 page  ;

2) Bending stress documentation,8 pages. I l

l lNPUTS,; 1) As documented in the calculation section.

CALCULATION: Flaw Evaluation using the "Through-Wall Flaw" Aporoach '

Terms and Variables; ,

tnom = design nomincl thickness of the piping item R = pipe outside radius

' min = calculated minimum wall thickness for the piping item determined from the ASME B31.1 -1967, section 104.1.2 P = design pressure SE = Sh = stress allowable at design temperature Ac = corrosion allowance y = thin wall approximation coefficient Do = nominal outside diameter of pipe d = nominalinside diameter of pipe K = stress intensity factor F = geometry factor Ta = 2a, total flaw length. The total flaw length,2a,is determined as the maximum length of the portion of the fiaw that extends below tmin independent ofits orientation on the pipe.

i a = one half of the total flawlength, s = stress at the flaw location. s is determined considering the maximum combination of desoweight, pressure, thermal expansion and safe-shutdown earthquake (SSE). I A, B, C factors in the calculation of the geometry factor F l c = the ratio of a to x*R l r = the ratio of R to tmin Pc = pipe circumference

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CALCULATION SHEET  !

Shsst No. 2 of 5 ,

Refers to : Calc 96-0149 Service Water Made by m r . Date am is atts l

Throuah Wall Flaw Evaluation Checked by Date I I

Flaw aeometry lt i

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i Service Water 6 inch Elbow and Approximate Flaw Location i

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1 CALCULATION SHEET Shut No. 3 of 5 Refers to : Calc 96-0149 Service Water Made by . ,_, . Date emv is i99c l Throuah Wall Flaw Evaluation Checked by Date Term values; tnom :=.280 inches Do := 6.625 inches P := 120 psi l Ac := 0.065 inches, conservatively added y := 0.4 SE := 15000 psi, ASTM A106 Gr. B, <650 degrees F, from USAS B31.1-1967 D

unin :: Ac tmin = 0.09142 inches 2 (2-(SE + P y))

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R := b *

• R = 3.1725 inches 2 2 Ta := 0.25 inches I 2a, or Ta noted above, was determined in this case by assuming the variation in wall thickness l

from the closest scale point to the center of theleak ( 1/4 inches away) is linear. The wall thickness at 1/4  ;

inches from the center of the flaw is nominally 0.197 inches. Minimum wall thickness, tmin,is about half i of this thickness so it is estimated that the total length of the flaw which is less than tmin is 1/4 inches.

This dimension is the total flaw size 2a.

a := 3 a = 0.125 inches  !

2 s := 1420 psi, from WEPCo piping stress report WE-300023. Node points A10 and A20 represent the elbow ends. 3 The elbow has a stress intensification of 2.27. The stress value is calculated using ASME Section 111-1978 equation 9C and is the maximum value for the elbow location.

d

[ a STEP 1: Generic Letter 90-05 Limitations if flaw length 2a exceeds either 3 inches or 15 percent of the length of the pipe circumference, the flaw is not acceptable by this appraoch.

Ta := 0.25 inches Pc := 2 n R Pc = 19.93341 inches L := 0.15-Pc L = 2.99001 inches i

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CALCULATION SHEET Shut No. 4 of 5 Refers to : Calc 96-0149 Service Water - Made by r. -re., Date sua at 11L Throuah Walt Flaw Evaluation Checked by Date f

STEP 2: Evaluation of Geometry Factor, F  ;

e:=- - c = 0.01254 nR .

r= r = 34.70419 l tmin 2 3

A

= (- 3.26543) + (l.52784 r)- (0.072698 r ) + (0.0016011 r )

2 3 l '

B := (11.36322)- (3.91412 r)+ (0.18619 r )- (0.004099 r ) l 2 3 C :=(- 3.18609) + (3.84763 r)- (0.18304 r ) + (0.00403 r )

i A = 29.12222  !

i B --71.55564  ;

) i C = 78.33509 i F := 1 + (A cla) + (B.c23) + (C c #)

3 j

} F = 1.03966 STEP 3: Evaluation of Stress Intensity Factor, K I K := 1.4 s F-(n a) #

3 "

K = 1.2952 10 psi K = 1.3 ksi l

For ferritic steel, the calculated stress intensity factor K should be less than i 35 ksi* square root inch, which is consistent with the lower bound fracture toughness propertyin ASME code case N-463.

For austenitic stainless steels, the calculated stress intensity factor K should be less than 135 ksl* square root inch, which is consistent with the lower bound fracture toughness property used in Article IWB-3640 of ASME Section XI.

1 If the above requirement is not met, this approach cannot be used.  !

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CALCULATION SHEET -

6 Shset No. 5 of 5 Refers to : Calc 96-0149 Service Water Made by r .. r s ~ _ Date mv #1 sf fC Throuah Wall Flaw Evaluation Checked by Date 1

RESULTS:

The result of this calculation is that the stress intensification factor K calculated for this piping flaw is less than the fracture toughness value lised in NRC Generic Letter 90-05.

This result is based upon the calculations detailed above subject to the assumptions made in this evaluation.

i CONCLUSIONS:

I The piping flaw meets the criteria of NRC Generic Letter 90-05 "Through-Wall Flaw" approach. l A temporary non-code repair may be proposed.

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