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Forwards Responses to Questions Asked During 930615 Telcon Re Differential Settlement of Buried Pipe.Incomplete Calculation, Settlement Monitoring Program Differential Settlement of Buried Pipe Also Encl
	ML20065G749
Person / Time
Site:	Vogtle
Issue date:	03/31/1994
From:	Mccoy C; GEORGIA POWER CO.
To:	; NRC OFFICE OF INFORMATION RESOURCES MANAGEMENT (IRM)
References
	LCV-0210-B, LCV-210-B, TAC-M80515, TAC-M80516, NUDOCS 9404130174
	Download: ML20065G749 (49)
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LCV-0210-B March 31,1994 Docket Nos. 50-424 50425 TAC Nos. M80515 M80516 U. S. Nuclear Regulatory Commission ATTN: Document Control Desk Washington, D. C. 20555 Gentlemen:

VOGTLE ELECTRIC GENERATING PLANT DIFFERENTIAL SETTLEMENT OF BURIED PIPE ADDITIONA.L INFORMATION The August 23,1991, letter from the NRC to Mr. W. G. Hairston, III transmitted the Safety Evaluation Report (SER) regarding the VEGP settlement monitoring program. In section 2.4 of the SER, " Differential Settlement of Buried Pipe," the staff questioned the validity of the piping analyses. A January 8,1993, letter from Mr. C. K. McCoy to the NRC responded to the SER concern regarding the validity of the piping analyses by reporting the evaluation of all safety related buried piping.

During an June 15,1993, telephone conference to discuss this submitted evaluation data, further questions were asked by the stafT. Enclosure 1 is our responses to these questions. Also, the staff requested additional data which are provided as Enclosures 2,3a,3b, and 4.

Should you have any additional questions, please inquire.

Sincerel,

a C. K. McCoy CKM/JLUgmb cc: (See next page) i I

'9'464'130174 940331

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k Georgia Power m U. S. Nuclear Regulatory Commission Page 2 cc: Georgia Power Company Mr. J. B. Beasley, Jr.

Mr. M. Sheibani NORMS M. S. Nuclear Reculatory Commissiora Mr. S. D. Ebneter, Regional Administrator Mr. D. S. Hood, Licensing Project Manager, NRR Mr. B R. Bonser, Senior Resident Inspector, Vogtle

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LCV-0210B

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i ENCLOSURE 1-1

1. QUESTION:

What is the defmition of"actualtiifferential settlement"?

ANSWER-1 The " actual differential settlement" of the buried pipe is the intal. amount of difTcICD11al settlement (at the marker where pipe enters the stmeture) from the time the pipe / support (as applicable) was installedjantil the settlement reading at the_ lime of the gnaineerina evaluation.

A detailed explanation of the methodology for determining the " actual differential settlement" for bylied p_ing, including our conservative assumptions, is contained in i

section 1 on page 2 of our letter ELV-03975 dated January 8,1993.

2. QUESTION:

Provide the settlement data and the calculations of" actual differential settlement" for the following locations:

Line Number Marker Number 1-1202-029-6" 196 1-2403-044-4" 132-R 1-2403-043-4" 132-R 1-2403-066-3" 145-R 1-2403-043-4" 145-R 2-1202-030-6" 260-R ANSWER:

Copies of the relevant pages of the survey data sheets have been previously provided with Mr. C. K. McCoy's letter dated January 7,1994 (LCV-0210). The civil calculation are provided as Enclosure 2.

3. QUESTION:

Provide the stress / support analysis and model for line numbers 1-1202-029-6" and 2-1202-030-6".

ANSWER:

Copies of relevant pages of the stress / support calculations and model are Enclosures 3a and 3b.

I El-1 i

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ENCLOSURE I (CONTINUED)

4. QUESTION:

The " actual difTerential settlement" value for line number 2-1202-030-6" at marker 260-R is approximately 77 percent of the design differential settlement. Was the approach for reviewing similar cases which exceed 75 percent, as outlined on the Settlement Monitoring Program Flow Chan, used in conjunction with this line?

ANSWER:

The Settlement Monitoring Program Flow Chart outlines the design methodology used to monitor the differential settlement ofinterconnecting pipes between buildings.

The criteria for comparisor: of the " actual differential settlement" to 75 percent of the design differential settlement was established as an early indicator to identify any interconnecting pipes which might req tire closer monitoring or modification to the pipe / support to prevent an overstressed condition from occurring.

As we have previously stated, huried nice is not addressed by our normal settlement monitodng program and regular engineering reviews have not been conducted.

Ilowever, the method outlined in the flow chart was used during this evaluation process of the huri.cipip3, including line 1 1202-030-6'.

Although the " actual differential settlement" of this buried pipe was higher than the 75 percent early indicator used for future settlement ofinterconnecting pioes, the amount was evaluated and it was determined not to be a concern based on engineering judgment. In addition the 75 percent early indicator was not considered a valid concern in the case of this buried pipe because of the probability of settlement of the compacted backfill. Since the " actual differential settlement" is based on our conservative assumption (zero settlement for compacted backfill), a high value may appear to be of concern but the real value is likely to be considerably less.

In the process of preparing the responses to these questions, a field walk down was performed to visually inspect the critical support on this line. This inspection confirmed that a gap still exists between the pipe and the support strap (the controlling component of the support), thereby verifying the fact that no stresses have been induced into the support strap by differential settlement. The result of this walkdown (i.e. the existence of a gap between pipe and strap) confirms that our assumption is overly conservative and appears to substantiates our original position that the compacted backfill will settle at approximately the same magnitude as the structures, thereby producing minimal differential settlement.

El-2 a

ENCLOSURE 1 (CONTINUED)

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5. QUESTION:

The Settlement Monitoring Program Flow Chart has no provisions when the 1

" actual differential settlement" still exceeds the design differentit]

settlement after the process has been completed. Modify the flow chart to reflect this comment.

ANSWER:

The flow chart has been revised. The revised flow chart is Enclosure 4.

6. QUESTION:

For line 2-1202-030-6" at marker 260-R, explain why the allowable differential settlement submitted in the January 8,1993 letter ELV-03975 to the NRC is different from that submitted previously.

ANSWER:

The " allowable differential settlement" for this line was based on the support being the controlling factor. During the latest evaluation, more refined analyses were performed for those cases where the support is controlling. In the process of performing these analyses, a design input error was found in the original analysis. Reanalysis corrected the error and resulted in a lower allowable value for the support.

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b To EA 6 f [Af)E Nearest Settlement Marker I4 5' E RIEINIATION DATES

'Ihe following information was obtained frun the Quantity Tracking System (QPS) Pipe Log Listing, Support Status Report, Weld Log Listing, etc. (see Attach: rent 1).

Pipe Installation Date:

Revision of Isametric at Installation Date Spool Piece ID 043-6-0I Installation Date t o B 4 Weld ID D43-N~0E Installation Date I#-M-64 i

Support Installation Date:

Revision of Support drawing on Installation Date O

4 Support Installation Date iZ-l6 - B 4 Comments:

Utf

?> roo t.

PoECE

/d % r A t e A fo o d DAff fol' PIPE.

i

i D s'ign calculations SouthernCompanyServices A Prorect Vogtle Electric Generating Plant Prepared by Date I?. F~t.o w c a. s b % 92 sutoectmtie

"* ~ ' "N U

Settlement Monitoring Program J. C br m 7/o))e2 Differential Settlement of Buried Pipe calc lats n Nutu r Sheet DirnxuRIAL SEITLDOE IEIWEFN IURTED PIPING AND STRUCIURE i

Pipe Line No.

I2403-Od3-4 Interfacire Structure D>Esre 6ce D 1c 6 ro caai b r.

Nearest settlement nrker l 4 6~ E l

SEITIDER OF STRUCIURE AT INSTAIIATION IMTE This information is taken from the settlement surveying data (see Attachment 7.- ) and a straight line interpolation was used to calculate the settlement on the installation date.

Pipe Date 4-Z 6-S 4 settlement O.O Ft.

Date 12 - I 8 - B 4 Settlement 0 ' 0 ' 2-Ft.

Date IO 2 I Settlement 0'O i

Ft. +-- Installation Date Support Date 4-t 6 84 settlement o0 Ft.

Date R -'6 82 4 Settlement o. o i 2-Ft.

Dato 31-I6 64 Settlement a o i 2.

Ft. 4-Installation Date

'IUPAL SEITIRiEt& OF STRUCIURE AT MARKER

'Ihis infonnation is taken frun the cettlement surveyirq data (see Attachment

2. ).

Date S~ l - 8 9 Settlement O'O4I Ft.

Dirnxt2CIAL SEITIDee DTIUG'D IN PIPE AND SUFFORP (Current 'Ibtal Settlement) - (Settlement on Installation Into)

Pipe O. O 12.

Ft. =

03b inches Support 0 o29 Ft. =

0 35' inches j

l

SouthernCompanyServices A Design Calculations

"' 8 " '

Vogtle Electric Generating Plant "'{

U[g q t gg Subsect/ Title Reviewed By Date Settlement Monitorirg Program j, c, y lg gL Differential Settlement of Buried Pipe 5"y'y y)

C d" h DIFFERETTTIAL SEITIDIEtTP BUIWEEN BURIED PIPING AND STRUCIURE Pipe Line No.

Z - i10 L ' O lo - G Isometric 2 M - 'I # E -o3o- 03 Iatest Revision L#

Nearest Support V2 - 1 t 07 - 03 0 - K o17-Latest Support Revision E

M 56 ")

V4'vf 4uif TCA > d b Interfacing Structure Nearest Settlement Marker 26 0- E INSTAIlATION D\\TES

'Ihe following information was obtained from the Quantity Tracking System (QTS) Pipe Irg Listing, Support Status Report, Weld In3 Listing, etc. (see ).

Pipe Installation Date:

Revision of Isametric at Installation Date Spool Piece ID o 30- S - 26 Installation Date 9

'?

8 b Weld ID 030 -W - %6 A Installation Ibte t o - Ib - B(o Support Installation Date:

Revision of Support drawing on Installation Date I

Support Installation Date 2-)- 61 Comments:

Ge,e wcuo edsrAusA4ec4 twrc F0K P6PE a

Design calculations SouthemcompanyServices A Project Vogtle Electric Generating Plant Pre are B

_ g,.

.qt su biect/ Title Reviewed By U3I' Settlement Monitoring Program j, g,jg,;

p /Q /Q CalculatlOn Number Sheet

)

Difforential Settlement of Bir1M Pip y z e4 3 p, ;, g y[

ot V Dmm27 PIAL SEITIDETr IEIWEEN IUPTm PIPING AND STRJCIURE Pipe Line No.

Z - 1I o t 010 - Y Interfacing Structure F4 S c W \\/A L V E No v S E IEAsd k Nearest Settlement Marker 260-R SETTIRE7P OF mwuC1URE AT INSTAIIATION DATE

'Ihis information is taken from the settlement surveying data (see Attachment Z ) and a straight line interpolation was used to calculate the settlement on the installation date.

Pipe Date 6-2S-66 Settlement C.o21 Ft.

Date IO~ Al - 6 b Settl M 0*O23 Ft.

Date 10 N ' % Settlement 0 O23 Ft.

4--- Installation Date Support Date I 87 Settlement o.o52 Ft.

Date 4

'l* 87 Settlement 0 037 Ft.

Ibte Z l - B'l Settlement 0 033 Ft.

4-- Installation Date

'IUTAL SETTIRiE!7P OF STRUCIURE AT !%RKER

'Ihis information is taken frun the settlement surveying data (see Attachment Z).

Date 6-E-89 Settlement o o 5 7--

Ft.

Dmmz7 PIAL SEITIDENT INIUCED IN PIPE AND SUFFORT (Current 'Ibtal Settlement) - (Settlement on Installation Date)

Pipe o. 0 2_%

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INPITT CARD IMAGES ME101/M8 GARO/GTP71 (CL2031) 03/12/92 CL2031 PAGE 1

ME101 INPUT CARD IMAGES INPtJT CARD 1

11 21 31 41 51 61 71 80 SEQ. +

+

IDAD CASE (S)

NSCW BUILDItG ( FILE NAME=NEWBS) 1. ***

FROM NSCW TRANSFER PUMP A LOCATED IN TOWER B 'IO DISCH IN TOWER A 2. ***

LINE 10 1202-029-6" ISOMETRIC 1K5-1202-029-06 3. ***

AND 1K5-1202-029-07 4

.5 SIMILAR LINE 6. ***

LINE NO 1202-030-6" ISCRETRIC 1K5-1202-030-05 AND 1K5-1202-030-06 7. ***

8.

9

1. niIS MODEL REFLECTS USING NEW BUIIDING SETTLEMEITT VALUE AT THE INTERFACE OF 'IUNNEL/ SOIL PENETRATION.

10 NEW BUILDING SETTLEMEITT DISPLACEMEITr CONSIDER AT N.P 150=-0.5"

. W' N /\\

=11

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PROJNO=17553800, 14 UNITS =2, EDIT =0, g g-i tol-O LY

15.

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USER =V.R.PATEL, CALO.NO.

.SHT. GA OF g 17.

19.

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h @v 18 20.

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AUTHOR d MI DATE EIGEN=1,SYNni=4, 21. RUN LDCASE=THRMBS (S),

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22.

'24

- - RUN LDCASE=SAMSS (A),

23

- - RUN IDCASE=SEISOB ( A),

-25

- - RUN IDCASE=SEISSS (A),

ISO. 1K5-1202-029-06 26. SAP 1400.00 211-9.313 0.00 27. ***

28.

D.P.-140 IS A VIRTUAL ANCHOR 29 30 31-ANC. 140 AA=2.6E4,AB=2.6E4,

A

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T

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S

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MAT =SA312 -TP3 04 L, E=28. 3 E6,

36..

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41

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47 150-3-11-1/4 AA= 37. OE8, PHASE =TdNLS,

48. RAD 150 1~

DISP =-0.50,

S

..THRMBS 49' 50. RAD 150 1

AA=2. 4 3 ES, PHASE =nJNLS,

(

51.

153-11-5-15/16 L

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52. RAD 53.

' 1551 PHASE =nWLS, i

54 ~. RAD

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PHASE ='IUNLS,

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... 1

. INPUT CARD uGGES ME101/M3 GARO/GTP71 (CL2031) 03/12/92 CL2031. PAGE-55 DISP =-0.0,

S

'56 160 0-11-1/2 L

57 165 1-2-5/8 1-2-5/8 L

58. ***

ISO. 1K5-1202-029-07 166 2-4-3/8 59

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. RAD 1701 PHASE =TUITLS, 62. RAD 170 1

PHASE =TUNLS, 63-.

DISP =-0.0,

S G4 175 13-11-1/4 SEGMir=2, G5. RAD 1751 PHASE = M ILS, 6G. RAD 175-1 PHASE =TUNLS, 67.

DISP =-0.0,

S G8.

180 14-6-3/4 SEGMir= 2, 6970. RAD 1801 PHASE =TUNLS, 71 RAD 180 1

PHASE =TUNLS,

72 DISP =-0.0,

S 73

. RAD 180 1

PHASE =TUNLS, 185 13-6 SEGMTr=2, 74

. RAD 1851 PHASE ='IUNLS,

75.

77. RAD 185 1

PHASE =7UNLS, 76 DISP =-0.0,

S*

78-.

190 11-0 SEGMrr=2, 79

. RAD 190 1

PHASE ='IUNLS,

DISP =-0.0,

S

-80 197 9-7-1/8 L

SEG=2, 81 1980-8-1/2 0-8-1/2 L

3 82 f

2031-2-1/4 kEI- /g \\

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PHASE =7UNLS, 84 85 DISP =-0.0,

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PHASE ='IUNLS,

89 90.

21010-0 SEGMir=2, AUTHOR VR P"t*I DATE b 8 i'9 L 91. RAD 210 1

PHASE =TUNLS, 5

DISP =-0.0,

S 92. RAD 210 1

PHASE =1UNLS,

r!!ECKER DATE M'94 93 94 21514-11-1/2 SEG=2, 95 RAD 215 1

PHASE ='IUNLS,

DISP =-0.0,

S

.E6

. RAD 215 1

PHASE =TUNLS, 97 98 2205-0-1/2 SEGMfT=2,-

100.

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99 2252-7.9523 2-7.9523 SIF=2.1,

. TAG I M USED -' CARD' IGNORED A02. A2C 225 PHASE =TUNLS, -

A.. TAG IM USED - CARD IGNORED-101

T 103'. AIC.

225 ANC 225

-0.50

S

. "DIRMBS 104-. ACE TITLE = CAT I 'IUNNEL OBE, 105'.

ACE-LDNAME=SEISOB, 106. ACE TYPE =1,COEF=CS4,.

.X2CR5-15 HOR ACCEL DAMP =1%

107-.. ACE DIRXON=X+':,

108

~109

.01,.22,.03.

22,.05,.47,.07,.47. 08,.59,.12,.59,.13,.82,.20,1.18,

-110 30,1.23,5.0,1.23,'

111.. ***

X2CRS-16 VER ACCEL DAMP =1%

-112

. ACE 113 DIRXON=Y,

.114

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J AIL INPITT ' CARD htmGES.

ME101/M8 GARO/GTP71 (CL2031) 03/12/92 CL2031. PAGE 3

115:

EOA

! 116-ACE

-TITLE = CAT I TUNNEL SSE, 117 ACE-LDNAME=SEISSS,

-118-ACE TYPE =1,COEF=CS4, 119 X2CRS-13 SSE HOR ACCEL DAMP =2%

'120'.. ACE DIRXON=X+Z, 121

.01,.39,.03,.39,.045,.48,.05 64,.064,.64,.27,1.78,5.0,1.78,

.X2CR5-14 SSE VER AACCEL DAMP =2% -

-122 123-

.-ACE DIRXON=Y, 4

124--u.

.01,.27,.03,.27,.043,.34,.14,1.16,5.0,1.16,

-126

. EGA 125 IDAD COMBINATIONS PER DC-1017 REV.

127.

- - CMB

' 4 ZERO=0*Wrl,:

128.

- - OtB SAIOB=0.70*SAMSS, 129

- - CMB

'IHRMPO='IHRMi&ZERO, 1130'.

- - CMB.

THRMNE=THRM1#ZERO,

. M <k

/

- - CMB NEWWr= 0. 75 *WT1, 131 -.

- - CMB SEISMX=SEISSS&SEISOB, 132 g 5,,, gg g

-133-.

'***CMB

.SEI'IHM=SEISMX+THRMPO+SAMSS+

CALC.NO.-

_ sgy, t,c Of ~'5 134'...

. ABS (*IERMBS), -

'135-

- - CMB

'SETHWT=SSITHM+WT1, 136--.

- - CMB SE'IYf1W=SEI'IEM+NEWWr, AllTHOR v f Potef DATE 3 4-%

-138

- - CMB THRMSE=THRMNE-SEISMX-SAMSS-137 ABS (THRMBS),

139

- - CMB'.

'IEWISE=Wrl+THRMSE, OlECKER

...DATE M G - 9 6 140-

- - CMB IDADPO=SEISMX&SETlWr&SETif1W.

~-

141~

- - CMB MAXIDD=1.15*IDADFO,

.142

- - CMB-IDADNE=THRMSE#THWrSE, c 143 -.

- - CMB-MINIDD=1.15 *IDADNE, 144-

- - STD LIST =NONE, 145

- - RLS-LIST =Wrl+THRM1+THRMBS+SAMSS 146 SEISOB+SEISSS+MAXIDD+MINIDD.

147 148.

- - SLA-INCLUD=WT1, 149.

- - OLA INCIDD=Wi1+SEISOB, LEVEL =B,

'150

- - OLA

'INCLUD=WT1+SEISOB, LEVEL =C,

- - OLA INCLUD=Wrl+SEISSS, LEVEL =D, 151

- - TEA.

'INCLUD=THRM1+SAIOB,-

152-

. 'END

-+

+

+.

' 152 CARDS IN 'INPITT DECK -

145 CARDS IN IDAD CASE *IERMBS O WARNINGS.

0 ERRORS "0 FATAL ERRORS'

ME101DK

~ VERSION M8 S'IOP ON 03/12/92 AT 12:20:34, CPU ='

'3.44, BIO =-

110, DIO=-

101, PGF=

1103

'ME101DK VERSION M8 EXEC (ITION TIMES CPU ='

1.89, BIO =

16, DIO=

43, PGF=

340

~ FORTRAN S'IOP LME101I VERSION M8L

. START;ON 03/12/92 AT 12:20:35, CPU =

4.16, BIO =

134, DIO=

115, PGF='

1278

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Southern C'om'panyServices 2...

Design calculations Project.

Prepared By Date-

'/ O GTLG 3d u c,L G A R PLANT, M T-1

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Date PtPs S T!!a ss E.vALu tt ed m _~f A_._g

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Form No. 9 324 A

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SouthernCompanyServices M Design Calculations Project Prepared By Date

/ 0 6 "i L E N u C.LE AR DLMJT

.t v ir-i V R Matel 6 l ql9t su o,ec t / Title 4eviewed 89 -

g Date E.uiLou4 Serrtsueur N/

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g kfyi()

ter

!e g=gg (i,,jg f; t

$o q....

3 u

!T,5 g

E Jg li

~

s 1 4 g.,

-x -

2 q_

!=,

9 ' _.

i r.

1 c

L 5

Vi r $.

t 3

,q l

.g I

I khb

h,S<

4 E

ei g 3

(

0

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II i

.Afif jj

$f"yp jl !j

~i V

gn(t.

)a@2p r

A l

o tbrji I

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li !

g.

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t p

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b, 9 '$'f un' c.

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Lll 5

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[----

lI J

ch=:

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[

%, g E'bgM t

Ihypyn85 il l f

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a +[. s q

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p*1( b; 3

,tig r.ig o

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INPUT CARD IMAGES ME101/M8 GRO/GTP70 (2K4042) 07/02/92 2K4042 PAGE 1

ME101 INPUT CARD IMAGES INIUT CARD 1

11 21 31 41 51 61 71 80

+

+. IDAD CASE (S)

SEQ. ***

1.

FILE NAME=EF01730.INP 2. ***

4. ***

CREATED FRCH WESTDYNE CK.PKG FILE ANILOHA DATSD 8-19-87 3

(PARTIAL PIPING) 5. ***

6 ISO:-2K5-1202-030-03 7. ***

8 CTL NTABLE=3, 9. HED TITLE =NSCW SYSTEM (1202),

PROJNO=17553800, 20.

PROBNO=EF01730, 11 USER =V.R.PATEL, 12-.

UNIT =2, 13 14 MX)RS=3 0, PERIOD =. 03, EIGEN=1, SYNDI=4, 15.

EDIT =0, 16.

Vrl= DEAD WEIGHT 17 19. ***

THRM1=DESIN TEMP =150 s

18 THRM2= MIN.ENV. TEMP =40 20. ***

THRMBS=BUIIDING SETTLEMENT CALC.fic.EF-ol-7flSiiT. M CF.L_

21 SHISOB=OBE INERTIA SEISSS=SSS INERTIA 6 P. 4ie i DAit 22. ***

'li SAMSS=SSESAM gggg E

cxit. 7-/.s -r.z-i : "8!

!" 8!!: = (A),

C:itexte LDCASE='IHRM2(C)l, 28. RUN 27~

LDCASE=THRMBS (D 29. RUN IDCASE=SAMSS (F) l,

RUN

'30

. RUN IDCASE=SEISCB (B 31. RUN LDCASE=SEISSS(B),

32 ISO:-2K5-1202-030-03 33. ANC 118

B

. WT1 SEISOB SEISSS 34. ANC 118

A

. THRM1 36 ANC 118

-0.3

D

. THRM2 35 ANC 118

C

. THRMBS SAM VALUES PER DC-1005 (NSCW VALVE HCUSE/ SOIL) 37 38. ANC 118 PHASE = BURIED DI=.143,

F

. SAMSS 39 DY=.143,DZ=.143,

F SAMSS 40.

OD=6.625,THI=.280, 41.

LBS/FT=31.48, E=28.3E6, 42.

MAT =SA312-TP304L, 43.

TEMP =150,

A

. DIRM2 THRM1 44 EXP=-0.31,

C 45.

TEMP =70,

D -. 'IHRMBS 46.

47.

SC=15700,SH=157CO, 48.

CODE =SC374, CLASS =2, 50.

DPRESS=100,PPRESS=100, 49 51.

199 2.1213-2.1213 IyTITLE=BRANOI LINE, 52.

122 0.7071-0.7071 L

1.521 53.

123 ~

1.521 124 54 125 1.521 L

-..a

.k 2K4042) 07/02/92 2K4042 PAGE 2

(

' INPUT CARD IMAGES ME101/MS GRO/GTP70 56.

126 -1.2705' 1.2705 55 127 -1.2705 1.2705 DTITLE=21202030H022, 57 RAD..

127

-1.0 AA=1.0E6, 58 RAD' '127

.7071

. 7071L AA=1.0E6, 59.

128 -2.4528 2.4528 SIF=1.9,

~61 129 -2.2871 2.2871 60 131 -2.2871 2.2871 L

132 2.0 62.

134-2.042

'L 63 64' 135 0.86' O.7884 DTITLE=21202030H023, 65.

RAD' 135 1.0 AA=1.0E6,

-67

. RAD 135

.6757

'O.7372 AA=1.0E6,66-136 2.9896 2.7404 68 137 2.9896-2.7404 69 138 2.9396 2.7404 DTITLE=21202030H024, AA=1.0E6,AB=1.0E6,AC=1.0E6,

- 70.. 'ANC 138 ARA =1.0E8,ARB=1.0E8, ARC =1.CE8, 71 COSAX=.7372,COSAZ=.6757, 72.=

COSCK=.6757,COSCZ=.7372, 73

'74 138139 0.6066 0.5561 SIF=1.9,-

~

75 '

141 0.3072 0.2816 DTITLE= PEN.N-FACE, 76.

.142 1.4743 1.3515 IYrITLE= PEN.S-FACE, 77 143 2.7925 2.5598 78 144 2.7925 2.5598-79 147 2.7925 2.5598 DTITLE=21202030H025,

80~

.-RAD 147 1.0

. AA=1.0E6,

' 81 SAM VALUES PER DC-1005 (NSCW VALVE HOUSE /*IOWER) 82.

DISP =.5

D

. 'nIRMBS PHASE ='IDWER,DY=.4,

F SAMSS 83 84

. RAD 147 -0.6757 0.7372.

AA=1.0E6,

. SAMSS

' PHASE ='IOWER, DX=. 4, DZ=. 4,

F

-85 148 1.8237 1.6717 i

86

.87 150 1.8237 1.6717 L

88 151

-1.0

.SIF=1.9,

/\\

89 152

.25

'OD=12.5,THI=2.94,LBS/FT30.0,

/3\\

ADDWr=60,.

90 G

Cfac, g F-ol - 73n 154

.25 92-1" O.D BRANCH LINE-ult, Q g-, ;-

91. ***

93.

199200

-0.276' OD=6.625,THI=.28,LBS/FT=0.O, M O M P<ittf SIF=2.55, N M.d.

94

-201

" 0.146' OD=1.315,'IMI=.133, C";'t re. M 95 LBS/PT=3.36,SIF=2.1, 96.

97 ~.

202

-0.25

'SIF=2.1, 7-/.f p 7 98-203

-0'123 IyrITLE= VALVE-XA04, 99 OD=1.97,'IMI=.27,LBS/FT=0.0,

-100 204 1-0.4 t0.4 ADDWr=14,

'0.333.

SIF=2.1, 101 203206 102-207

-0.594 OD=1.315,*IMI=.133,

. LBS /PT=3. 3 6, SIF=2. 3,'

103.. ACE LDNAIE=SEISOB, 104

. ACE TITIE=OBE PVRC NSCW BIDG, 105'.

TYPE =1,COEF=CS4i 106'.

ACE-

107 ACE DIRION=I+Z,

108 0.010,0.251,70.030,0.253, 0.050,0.465,

.109 0.069,0.498, 0.070,0.508,;0.071,0.499, 110 0.098,0.766,;0.100,0.745,-0.394,0.744,

-111

-0.399,0.742,:0.411,0.730, 0.507,0.730, 1.023,O.438,f2.046,0.280,'3.959,0.103,

~1123

'113 -

z.4.991,0.060,~ 5.000,0.060,

.DIREON=Y,.

-:114

. ACE:

l 4

INPUT CARD. IMAGES ME101/M8 GRO/GTP70 (2K4042) 07/02/92 2K4042 -PAGE 3

115.

0.010,0.251, 0.030,0.251,.0.050,0.464, 116.

0.069,0.499, 0.070,0.514, 0.097,0.736, 117 0.098,0.745, 0.100,0.714, 0.291,0.712, 118.

0.296,0.710, C.799,0.321, 1.310,0.203,-

5.000,0.060, 119. ECA 120.

'121

.. ACE.

LDNAME=SEISSS, ACE TITLE =SSE PVRC NSCW BLDG, 123.

ACE.

TYPE =1,00EF=CS4, 123 124 ACE

. DIRION=X+Z, 125..

0.010,0.390, 0.030,0.390, 0.045,0.478, 126 '.

0.050,0.637, 0.064,0.551, 0.094,0.729, 127:

0.098,0.766,'O.099,0.755, 0.100,0.759, 128 0.273,1.305, 0.483,1.301, 1.279,0.754, 129'.

5.000,0.071,'

130.- ACE DIRION=Y, 131 0.010,0.268, 0.030,0.263, 0.032,0.276, 132

_0.050,0.464, 0.052,0.469, 0.079,0.598, 133' 0.097,0.736, 0.098,0.745,'O.100,0.714,..

134 '.

0.112,0.714,L0.155,0.835, 0.392,0.844, 1.008,0.403, 1.122,0.375,.4.773,0.065,-

'135 5.000,0.060,-

-136

. ECA 5

137 138 CMB

.ZERO=0*Wrl, 139 CIE THRMPO='DGGt1&71GM2 &ZERO,

140-..OE

'DIRieEE='DDGEl#1HRM2#ZERO, 141 OE

.NEWWr=0.75*Wrl, 142-OE BS= ABS (THRIBS),

143 CMB SAEB=0.70*SAMSS,

'144 OE N1=THRMPO+NEWWr+BS, 146. OB N2=7HRBtu+WT1-BS, 145 147. OE NORIE=N1&ZERO, OE NORIEt=N24ZERO, 148 OE U1=NEWWr+SEISOB+BS+SAIOB, L

149. OE U2=Ul+THRMPO, 150

.-DE U3 =Wrl-SEISCB-BS-SADOB, 151. OB U4 =U3 +'DGUEEE, 152 CBE UPSETP=Ul&D2&ZERO, '

g gf~-ol -73 0- 88II-(g Of 3r 153 OE

'UPStrN=U39048EERO F1=IEWWr+EEISSS+Bb+SAMSS, r

154. OE 155.

OB1 F2=F1+THRIIPO, 156 OB-

.F3=Wrl-SEISSS-BS-SAMSS, AUTHOR V C t C&IDAir 7-ro4t 157 CBE F4 =F3+'D5tBEEE,

- CliECKER '

S DATE 2 6 - hw-158-. OB FAULTP=F1&F2&ZERO, 159 Os

. FAULTN=F34F4SZERO, -

~

160 STD

. LIST =NOIE,-

161. RLS

. LIST =Wrl+TIGtti1+'DDOE2+BS 162

+SABOB+SAldSS+SEISOB+SEISSS

'163

+NOIBIP+ICEtIEl+0PStrP -

+UPSFIW+FADLTP+FAUL7N,'

i~

164-. SIA

.INCUB=Wr1,-

165'. OIA

-INCUB=Wrl+SEISOB, LEVEL =B,.

166 167f. OIA

' INCUB=Wrl+SEIS(B, LEVEL =C, 168-OIA INCUB=Wrl+SEISSS, LEVEL =D,-

.-169 TEA' INCUB='DGatl+TIG882 +SABOB, 170.. 'END

' +.

+.

+

+.

. +

. +.

- ----2

- ~.

- -. ~.. -

.L

L.-

FORM 8.BS-

- - - - ( V2-1202-030-H022 to be deleted in future)

Exist. Sett.

Bldg.

(DC-1017)

Issued Line No.

I Stress Calculation No.

I Loc.

1 Cale. Rev..

--_________________g____________________________g________l___/_g ES

_______g___________

2-1202-030-6" i

EF-01-730 (Rev.

2 )I NSCW. l

.3 I

3 See Note 1 Prop. Sett.

(DC-1017)

Sact Sallow MPAP g} PS By Chh Comments

.. _ _ _ _ _ _ _ _ g _ _ _ _ _ _ _ _ _ _ _ g _ _/_}

_______g____________g__

__I g__

__g__________________

VE G 10975 1

47100 1

1.29 I

.30 i 1*' V " 1 l

l' See. Note 1 NOTES:

1.

Completely reanalyzed due to input error.

Sact = 10975 from reanalysis per cale. EF-01-730 Rev.

3.

Parameters:

/} ES

= The Design Criteria differential settlement used in the analysis per DC-1017 Rev. 6 Sact The actual pipe ntress resulting from gl ES

=

Sallow The ASME Code allowable stress

=

/( MPAP = The maximum permissible allowable differential settlement value where:

/} MPAP = ( Sailow / Saet ) x ( g( ES )

/{ PS The propose settlement value'for DMCN to the current DC-1017.

=

Effected Pipe Supports PSDL V2-1202-030-H022 See Attached V2-1202-030-H023 See Attached

t g

ME101/M8 GRO/GTP70 (2K4042) 07/02/92 2K4042 PAGE-177 RES"rRAINT ICAD SUtf6ARY NN M-El TITLE

NSCW SYSTEM (1202)

PRG7ECT NUEEER 17553800 V E b4It3 Mir '14 o-V7.

FRCELEM NDM3ER : EF01730 A!ml0R USER

V.R.PATSL CASE CHECKER Mir GIDBAL FORCES (LB)

GIDEAL 1 GENTS (PT-IB)

DISPIACEMENT (IN)

DATA TYPE IDAD TITLE FI FY FZ MI MY MZ DI DY DZ PT I

-24.

-193.

4.

316.

-83.

-305.

0.000 0.000,,,-Gr&C6'~

sa w 217

-382.

-319.

376.

1014.

-1249.

0.000 0.000 TERMQ

-75.

132.

110.

-129.

-349.

430.

0.000 0.000 0.000 0.300 0.000 BS e

2409.

483.

6347.

796.

0.100 0.100 0.100 SAMOB 228.

325.

2142.

85 1718.

SEISOB 99.

143.

15 604..

2455.

Q.143 0.143 0.143 SAM 3S 326.

1172.

64.

3059.

546.

0.000 0.000 0.000 SEISSS 130.

165.

692.

626.

0.000 0.000 0.000 NORMP 266.

239 595.

6960.

348.

4982.

0.000 0.300 0.000 NORMN

-166.

-798.

-6160.

-1227 N.-6334.

0.000

-0.300 0.000 UPSETP 3360.

1074.

9182.

3204.

124.

0.100 0.400 0.100 UPS

-494

-3949.

-1277.

-8382.

-2683.

-8598.

.G

-0.400

-0.100 722.

3732.

1236.

10104.

3657.

8063.

0.143

. e4 -

0.143 FAULTN

~

-623.

-4321.

-1439.

-93 04 ~.

-3137.

-9415.

-0.143

-0.443

" 127 RAD V 21202030H022 WT1 0.

-373.

O.

0.000 0.000 0.000 TERM 1 0.

303.

O.

0.007 0.000

-0.007 THRNQ 0.

-104.

O.

D.

O.

-0.002 0.000 0.002 BS 0.

2987.

O.

0.093 0.003 0.094 SAMOB 0.

1010.

O.

D.

0.049 0.001 0.050 SAMSS 0.

1442.

O.

0.070 0.001 0.071 SEISOB 0.

185.

O.

D.

O.

0.023 0.000 0.023 SEISSS 0.

212.

O.

0.026 0.000 0.026 NORMP 0.

3011.

O.

0.100 0.003 0.097 NORMN 0.

-3464.

O.

-0.096

-0.003

-0.101 m

UPSETP 0.

4205.

O.

0.172 0.004 0.169 0

UPSETN 0.

-4659.

O.

D.

O.

D.

-0.168

-0.005

-0.173 e

FAUUTP 0.

4665.

O.

0.197 0.005 0.194 o

FAULIN 0.

-5119.

O.

-0.133

-0.005

-0.197 m

O 127 RAD V21202030H022 SEE MT, 14 Ag oF W WT1 0.

15.

U.

u.

0.000 0.000 0.000 88 THRM1 2.

O.

2.

O.

0.007 0.000

-0.007 e

O THRM2

-1.

O.

-1.

D.

0 0.

-0.002 0.000 0.002 N

BS 341.

341.

O.

0.093 0.003 0.094 SANDB 276.

O.

276.

D.

O.

0.049 0.001 0.050 I

SAMSS 395.

O.

0.070 0.001 0.071

l 6

SEISOB 65.

O.

6.

O.

0.023 0.000 0.023 k

SEISSS 100.

O.

100 0.

O.

0.026 0.000 0.026 N

NORMP 355.

O.

S O.

O.

0.100 0.003 0.097

't HORMN

-328.

O.

-328.

O.

D.

0.

-0.096

-0.003

-0.101 UPSETP 696.

696.

O.

0.172 0.004 0.169 UPSgDR

-669.

/0.

-669.

O.

-0.168

-0.005

-0.173 FAUUTP 849.

O.

849.

O.

0.197 0.005 0.194

~ ' ~

~~

.1 4

M GRO/GrP70 (2K4042) 07/02/92 2K4042 PAGE 180 CALC.NO.6F-of _73Ogg,1440()p gys,,H101/M8 RESTRAINT IDAD SI29RRY TITLE

NSCW SYSTEM (1202)

PRCLIECT NGEER : 17553800 AUTH0R M P4fCI DATF 7- '0 4L PRCELEM NGEER : EF01730 USER

V.R.PATEL CHECKER DATF ICAD CASE IDCAL FORCES (LB)

IDCAL FMENTS (FT-LB)

DIRECTION COSINES DATA TYPE IDAD TITLE FA FB FC MA MB IC COS COS CDS COS COS COS CDS COS COS AI AY AZ BI BY BZ CI CT CZ PT

-24

-193 4

316

-83

-305 1.00 0.00 0.00 0.00 1.00 0.00 0.0 O

THRM1 217

-382

-319 376 1014

-1249 1.00 0.00 0.00 0.00 1.00

. 0 0.00 1.00 7ERM2 132 110

-129

-349 430 1.00 0.00 0.00 0.00 0.00 0.00 1.00 67 483 6347 796 4781 1.00 0.00 1.00 0.00 0.00 0.00 1.00 BS

. 228 82 25 2142 852 1

.00 0.00 0.00 1.00 0.00 0.00 0.00 1.00 SAKE SAMSS 326 1172 4

3059 121 4455 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 1.00 SEISOB 99 143 154 4

546 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 1.00 SEISSS 130 165 177 626 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 1.00 NORMP 266 2396 6960 1748 82 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 1.00 N RBet

-166

-798

-6160

-1227

-63

.00 0.00 0.00 1.00 0.00 0.00 0.00 1.00

~'

D?SETP 9

3360 1074 9182 3204 7246 1.00 0.00 1.00 0.00 0.00 0.00 1.00 UP2EIN

-494

-3949

-1277

-8382

-2683

-8598 1.00 0.00 0.00 00 0.00 0.00 0.00 1.00 722 3732 1236 10104 3657 8063 1.00 0.00 0.00 0.00 1.

. R L.00 0.00 1.00 FAUItaN

-623

-4321

-1439

-9304

-3137

-9415 1.00 0.00 0.00 0.00 1.00 0.00 0.0 % 00 y

RAD V21kNuJunu24

'i

-373 0

0 0

0 0 0.00 1.

303 0

0 0

. 00 0.00 7HRM2

-104 0

0 0

0

.00 1.00 0.00 BS 7

0 0

0 0 0.00 1.00 0.00 SAKB 101 0

0 0

0 0 0.00 1.00 0.00 SAMSS 1442 0

0 0 0.00 1.00 0.00 SEISOB 185 0

0 0

0 0.00 1.00 0.00 SEISSS 212 0

0 0

0 0.00 1.00 0.00 NORMP 3011 0

0 0 0.00 1.00 0.00 NORhet

-3 0

0 0

0 0 0.00 1.00 0.00 UPSETP 205 0

0 0

0 0.00 1.00 0.00 UPS

-4659 0

0 0

0 0 0.00 1.00 0.00 4665 0

0 0

0 1.00 0.00 FAUL7N

-5119 0

0 0

0 0 0.00

.00 h -127 RAD V21202030H022 Wrl

-21 0

0 0

0 0-0.71 0.00-0.71 7HRM1

-3 0

0 0

0 0-0.71 0.00-0.71 f

'IHRM2 1

0 0

0-0.71 0.00-0.71 BS 483 0

0 0

0 0-0.71 0.00-0.71 0

SAKE 391 0

0 0

0 0-0.71 0.00-0.71 m

SAMSS 558 0

0 0

0 0-0.71 0.00-0.71 N

SEISOB 92 0

0 0

0 0-0.71 0.00-0.71 j

SEISSS 141 0

0 0

0 0-0.71 0.00-0.71 NORMP 468 0

0 0

0 0-0.71 0.00-0.71 NORtei

-506 0

0 0

0 0-0.71 0.00-0.71

{

UPSETP 951 0

0 0

0 0-0.71 0.00-0.71 UPSETN

-989 0

0 0

0 0-0.71 0.00-0.71 pam r p 1164 0

0 0

'O 0-0.71 0.00-0.71 N

.-~.. -

s HE101/M8 GRO/GTP70 (2K4042) 07/02/92 2K4042 PAGE 178 RESTRAINT IDAD Sulf 4ARY 3 CALC.140.U-d -E SHT. M OF.lf TITLE

NSCW SYSTEM (1202)

Y NM *I DATr 7 -f o -92.

PRO. ECT NUMBER : 17553800 AUTHOR 7

PRCELEM NUPEER : EF01730 USER

V.R.PATEL CHECKER DATE IDAD CASE mmAL FORCES (LB)

GIDBAL M2fENTS (FT-IB)

DISPIACEMENT (IN)

DATA TYPE IDAD TITIE FI FY FZ MI MY MZ DI DY DZ Pr L 135 RAD V21202030H023 WT1 0.

-446.

O.

0.000 0.000 0.000 g)

THRMI 0.

66.

O.

-0.081 0.000

-0.074 THRM2 0.

-23.

O.

0.028 0.000 0.025 BS 0.

643.

O.

D.

O.

0.000 0.001 0.000 SAEB 0.

243.

O.

0.000 0.000 0.000 SAMSS 0.

348.

O.

0.000 0.000 0.000 SEISOB ~

0.

118.

O.

0.000 0.000 0.000 SEISSS 0.

128.

O.

0.001 0.000 0.000 NORMP 0.

374.

O.

0.028 0.000 0.025 NORMN 0.

-1112.

O.

-0.081

-0.001

-0.074 UPSETP 0.

735.

O.

0.029 0.001 0.026 UPSEIN 0.

-1473.

O.

-0.082

-0.001

-0.074 FAULTP 0.

850.

O.

0.029 0.001 0.026 FAULTH 0.

-1588.

O.

-0.082

-0.002

-0.075 135 RAD W 1202030H023 6W w.

W OF I S' wT1 0.

-16.

O.

0.000 0.000 0.000

'IHRM1

-258.

O.

281.

O.

-0.081 0.000

-0.074 THRM2 89.

O.

-97.

O.

0.028 0.000 0.025 BS 215.

235.

O.

0.000 0.001 0.000 SANOB 206.

O.

225.

O.

0.000

'O.000 0.000 O.

O.

0.000 0.000 0.000 0

SAMSS 294.

O.

SEISOB 113.

O.

124.

O.

0.000 0.000 0.000 0

SEISSS 144.

O.

15 O.

O.

0.001 0.000 0.000 NCRMP 315.

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s._34 Design calculations A Southem CompanyServicesA.

Pro 3ect Prepared By Date V O GT LE Nuc. LEAR Pt.A vr. LA dir-t V. R Patel 7 - 13 9 t Subiect/ Title Reviewed By(P Date p

74 I~ S P I P G.

S T F. E S S E VA L,4blod Calculation NMn8" r Sheet e

E. F - o l - 7 3 0 7=

of15 P UR POSE * -

TO RE CCWCILE TWE DO Cf.&PM cY 'id TIPE AW4 W513 0F D iFir, f6 4 t L.o n 46 S e rrLE MENT AWD SElSMIC

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.S ATISFAC 704 f, TWEEF0 G Tus d e vrais ed is A tts pts o Form No. 9 324 A

l a

e t

4

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I ENCLOSURE 4 Settlement Monitoring Flow Chart i

1 1

gl' e.

SETTLEMENT MONITORING PROGRAM FLOW CHART RECE!VE SEf f LEMNT oaf A FROM FIfLO

( M tIONS input SEf fLEWN1 Caf a 44 8 ACTUAL QlFFERENflAg ggtt(gyggg INTO COMPUTERilED SEf fLEu(NT S ASEO Feou Inst Att Af f 0N Daf t PROGRau Dr THE $YSTEM P(PING CR suPPORff 40$ s NEs SEf fLEENI VAtut TO BE USED FOR OucN CHANGE

, f' /

!DENf (FIES 5Ef f LEut.Nf uaRutRS s

TMar EXCEED TS4 OF OC-1017 V ALUE II (DENilFY / ACQUIRE NECESS ARY STRESS C ALCUL All0N FOR NECONCILLI Af l0N If 0[fERWINE (F aa ( OC-10 t l W ALUE

ES

]f NO u00171 PIPING / $UPP0af

~

IF CO$f EFFECTtvt If REvike $fRESS. SUPPORT AND Ag TO DETERulNE NEE 0 FOR OC 10t f CHateCE f

vF1 un t

CETERulNE WAA SEffL E(N T WALUE DETEPulNE L ARGER og,,.

aNO ISSLIE Ducg lNoCwANCE l AL L CRE D A f THE L lul t!No att0eABLE STRESS l&LLCo4BL E STRESS = 33c PER Atut SECf!ON @

tmANGE rcR ec.10tf If CETERulNE (F NO u00 lF Y

EvtSE STRESS / SUPPORI CALCULAflON ggg 3 ag p g ppggypog y

JINO II GEfEku(NE IF

D A TE E C4#' UTER I TEC

'E$

VES

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t arp % > AA SEf FLEW Nf PROCeau lf II NElluthawy suppowf N0f C#

V5E L ONE R GE W M URCE R A va M 00$ WAktd L C AO TO %UPPORT ENG, 05 bl N0f OM EV ALUA tt syPPORT LOAO 1f GENER ATE ANALYS!$

LPOAII If C ALCUL AfION 00WEUIINIIIO SETTLEuENT PROGRau Il t

OENER ATE SUPPORI FINAL SUPPORf LCAD vlR IF Y ANAL T S I S C ALCUL 4 f l0N TO $UPPORf ENG,

AlCVLAIION CH Nct FOR CC = t oit II lf VERlFf guPPCat Di$C[P((NE MANAGER l$$UE CALCyLATtcN S I GN

OFF CALCULaf10N

.

v t e Letter Sequence Other
TAC:M80515, (Open) TAC:M80516, (Open)
Initiation Acceptance... Administration Questions Answers Results Approval... Other: ELV-03903, Responds to NRC SER Request Re Settlement Monitoring Program for Buried Pipe,Transmitted Via .Each Line Associated W/Markers of Concern Reanalyzed by Performing Pipe Stress Calculations Using New Settlement Values, ELV-03975, Discusses Differential Settlement of Buried Pipes & Forwards Design Manual Change Notice, ML20059F687, ML20065G749
MONTHYEAR1993-01-08 [Table View]

ML20065G749

Text

Title:

=

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