ML20136B189
| ML20136B189 | |
| Person / Time | |
|---|---|
| Site: | Crane  |
| Issue date: | 08/17/1979 |
| From: | Herbein J METROPOLITAN EDISON CO. |
| To: | Reidr W Office of Nuclear Reactor Regulation |
| References | |
| GQL-1048, NUDOCS 7908280549 | |
| Download: ML20136B189 (34) | |
Text
_
Metropolitan Edison Company l
(l Post Office Box 542 Reading Pennsylvania 19640 215 929-3601 Writer's Cirect Dial Number August 17, 1979 GQL 1048 Director of Nuclear Reactor Regulation j
Attn:
R. W. Reid, Chief Operating Reactors Branch No. 7 U.S. Nuclear Regulatory Commission Washington, DC 20555
Dear Sir:
Three Mile Island Nuclear Station, Unit 1 Operating License No. DPR-50 Docket No. 50-289 Feedwater Line Cracking Your letter of May 25, 1979, requested informtion regarding PWR Feedwater lines. Met-Ed letters of June 26, 1979, (GQL 0807) and July 13, 1979, (GQL 0883) provided portions of the requested information.
Attached please find the remainder of the requested information. Additionally, a revised Table III of our letter of June 26, 1979, (GQL 0807) is attached.
Pleasa note that we have attached supplemental information pe.taining to the auxiliary feedwater system.
Sincerely,
'V ',
/
- [*' /4 ' L 6 '_
s..
J. G. HERBEIN Vice President JGH:DGM:mo Nuclear Operations Attachments
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NRC Request:
Provide as-built piping or isometric drawings of the feedwater line to steam generator sparger within the containment.
Show details of the design such as dimensions, pipe schedule, support type and locations, pipe restraints and valve (s).
Response
The information requested above is provided for Babcock & Wilcox manufactured or supplied main and auxiliary feedwater components by the following drawings.
The drawings are found in the OTSG Instruction Manual for Metropolitan Edison Company, TMI-//1, Three Mile Island Nuclear Station, Pennsylvaina, June 1975 Edition.
Notg:
Drawing Revs. shown are latest applicable.
I{ ig. No.
Drawing Title Drawing No.
8-4
,_ List of Material Stm. Cen.
131104E-10 8-11 Feedwater Inlet Header 131122E-10 3-12 Feedwater Inlet Connection 131123E-10 3-13 Assy. Feedwater Header & Nozzles 131124E-05 3-14 Assy. Aux. Feedwater Header & Nozzles 131125E-07 S-15 Auxiliary Feedwater Inlet Header 131126E-04 8-19 Erection Assy. Feedwater Header &
131150E-04 Nozzles 8-20 Erection Assy. Aux. Feedwater Header 131151E-05
& Nozzles 1
O I
(
o NRC Request:
Provide the results of any stress or fatigue analyses which was performed for this system.
Response
A summary of results of the stress and fatigue analyses performed on the two OTSG main and auxiliary feedwater system components supplied by Babcock & Wilcox are shown in attachments I and II, respectively. These results were summarized from the Metropolitan Edison co., OTSG Stress Report for TMI #1, (i.e. Nss-5),
which has previously been issued to the customer.
The analyses consider a miximum or worst case set of conditions and are applicable for both generators.
The nozzle design code and the header and riser design code for the main and aux, feedwater systems are also provided by attachments I and II.
A m
' q'70!4ER:
14ETROPOL4 TAN EDISON, C0( 'NY B&W CONTRACT:
620-0005-55 SGBJECT: 'itAlti FEEDWATER ASSEMBLY RESULTS Avg.ShearIntensity=25.3KSIVs.61.8KSIAllowI Local Shell Exempted Pg. 131**
from Fatigue Analysis i
Part C*
Pri. + Sec. = 42.9 KSI Vs. 55.3 KSI Allow. Pg. A-lI i
~
U = 0.09 Vs. 1.0 Allow. Pg. B-17.3*
l
'Pri. + Sec. = 57.9 KSI Vs. 55.3 KSI Allow. Pg. A-17
/
f'
/g, U = 0.4 Vs. 1.0 Allow. Pg. B-17.3*
f
%:=n Pri. + Sec. = 55.87 KSI Vs. 55.3 KSI Allow.
2 Pg. A-6*** W/ Piping Reactions Incl.
.. t
/b-SE = 18.7 KSI, SA = 22.5 KSI
" Report #1
" Sizing Calculations"
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Pg. A.60
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' " Report #13 jf
" Piping Reactions" i
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' Report #9 SE = 20.1 KSI, SA = 22.5 KSI
" Main Fee <jwater
/
Header Analysis"
/ ~Pg. A.66
/
/
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f
- /
':/ f SE = 11.3 KS!, SA = 26.3 KSI
/
/ Pg. A.6A
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N0ZZLE DESIGN CODE: ASME CODE, SECTION'III, 1965 EDITION WITH ADDENDA THRU SuliMER 1967.
RISER & HEADER DESIGN CODE:
POWER PIPlflG CODE, USAS B31.1.0-1967, WITH ERRATA DATED t%RCH 1969.
Arr/rc ema r - z
=
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( ' iTOMER: METROPOLITAil EDISON,C( ANY B&W CONTRACT:
620-0005-55
SUBJECT:
AUX. FEEDWATER ASSEMBLY R'ESULTS
~
~
Exempted from Analysis for Cyclic Operation Pg.'A-1*
N Avg. Shear Intensity = 37.9 KSI Vs. 92.7 KSI
[
Allow.
Pg. 143**
1_
Pri. + Sec. = 44.5 KSI Vs. S3.4 KSI
.. : 4,<.n Pg. A-1*
U = 0.017 Vs. 1.0 Allow Pg. A-1*
N-
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__Pri + Sec. = 46.9 KSI Vs. 56.7 KSI Allow.~
m-Pg A-7***
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f c![
- Report #10
/
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Pg. I.A.C3
" Aux. Feed-Water Nozzle Analysis" i
- Report #1
" Sizing Calcu-SE = 13.2 KSI, SA = 34.8 KSI iations"
,/
/
Pg. I.A.2'd
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* Report #13
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" Piping Reac-SE = 3.4 KSI, SA = 30.6 KSI l
tions"
' / Pg. I. A.2d
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Teport #9.1
" Aux. Feed-aater Header Analysis" UOZZLE DESIGN CODE: ASME CODE, SECTION III, 1965 EDITION WITH ADDENDA THRU SUMMER 1967.
i HEADER & RISER DESIGN CODE:
POWER PIPING CODE, USAS B31.1.0-1967, WITH ERRATA DATED HARCH 1969.
i
-(
NRC Request:
Supply a list of materials for the steam generator sparger, steam generator feedwater nozzles and feedwater piping within the containment.
Response
A list of the Part Numbers, which are applicable for both OTSG's are shown below for the Babcock & Wilcox supplied main and auxiliary feedwater components. The part numbers shown can be compared directly to fig. 8-4, dwg. # 131104E-10 of the OTSG Instruction Manual to determine the corresponding listing of material for the particular part.
Part tio.
Description 117 thru 124,127 F.W. Spray Nozzle & Inlet Header Assy.
130, 131,133,134 F.W. Header Support Plates and Inlet Connections 137 thru 142 F.W. & Aux. F.W. Inlet Connection Piping 146,148 F.W. & Aux. F.W. Header Studs & Hex Nuts 151 Aux. F.W. Gasket 152,153 F.W. Header Support Plate 170 thru 175 Aux. F.W. Piping 178,180 thru 186 Aux. F.W. Header Piping Supports & Hardware 398 Aux. F.W. Header Gaskets 204,205,301 F.W. & Aux. F.W. Header Piping & Studs 338,339 320 thru 232 F.W. Inlet Connections
(
TMI-I - NSS 005 NRC Requests:
O Provide the details of the welding process (es) used to make the nozzle-to-pipe, pipe to sparger and piping welds.
Include details of welding such as preheat, joint configuration (include with or without backing ring), and post weld treatment, if any.
8 Provide the NDE performed during and after fabrication of the weld joints requested in question 2.
Response
For the individual welds performed prior to component shipment the details of joint configuration, the welding processes used and the NDE performed during and af ter fabrication of the weld are shown in attachments A thru E respectively.
Each attach-ment contains welding process and NDE information for the assembly circled in the left column.
(i.e. Attach.
"A",
is for the main feedwater headers).
The lead sheet of each attach-ment is a summary of the information contained in the attach-ment.
Note that the welding of the feedwater header connection to ris@r, the elbow to feedwater nozzle, the feedwater nozzle r
to OTSG (seal Weld), and the feedwater piping to header welds are erection assembly weldments.
Also, the auxiliary feedwater flange to elbow, riser to flange, flange to header, and auxiliary feedwater piping to header are erection assembly weldments.
For these joints, the customer can obtain the requested information from his site construction records.
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8 620-0005 55 Feedwater Parts 1
Welds cuantity N.D.E. & P.W.H.T.
F.W. HDR.
l' i A122-205 1 m-91 (4)
M.T. Root, M.T. Final, W~rff, R.T i
m-88 (16)
M.T. Root, PirC, M.T. Final F.W. HDR.
! A122-205 55-2 m-91 (4) see Above f
W-88 (16)
F.W. RDR.
- A123-205 55-1 WG-91 (4)
See Above WG-88 (16) l7.W.EDR.
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{ A123-205 55-2 WG-91 (4)
See Above L_
WG-88 (16)
F.W. Pine D.34-205 55-1 to 32 WG-82 (32)
M.T. Root, M.T. Final 7.W. Pire A134-20s 55-33 to 64 WG-82 (32)
See Above F.U. Serav Assv.
Id37-205 55-1 to 32 WG-188, WG-189 (32) visual only WG-290 (32)
MT Final F.W. Sprav Assv.
A137-205 55-33 to 64 WG-188,WG-189 (32)
See above
'. WG-190 "bx. F.W. Conn.
. D.70-205 55-1 to lh WG-82 (28)
M.T. Root, M.T. Final Aux. F.M. EDR.
A174-205 55-1 WG-105 (3)
M.T. Root, Er.C, M.T. Final WG-106 (2)
M.T. Root, EOIT, M.T. Final hun. F.W. EDR.
5174-20S 55-2 WG-105 (3)
See Above UG-106 (2)
.iux. F.U. EDR.
E73-20555-1 WG-105 (4)
M.T. Root, PE.C, M.T. Final WG-106 (2)
M.T. Root, ?#tC, M.T. Final
- ..ux. F.W. EDR.
E[75-20555-2 WG-105
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i 620-0005 55 Feedvater Parts j
~
Welds Quantity IT.D.E. & P.W.H.T.
F W. ADR.
I; A122-205 1 h 91 (4)
M.T. Root, M.T. Final, %~rrr, R.T E 88 (16,)
M.T. Root, PET, M.T. Final i
F.W. HDR.
i A122-205 55-2 E-91 (4)
See Above E 88 (16)
F.W. EDR.
A123-205 55-1 WG-91 (4)
See Above w 88 (16) 7.W. HDR.
A123-205 55-2 W 91
( 4)
See Above W-88 (16) 7.W. Pine A134-205 55-1 to 32 WG-82 (32)
M.T. Root, M.T. FER1 7.W. Pine A134-20S 55-33 :o 64 WG-82 (32)
See Above s
F.W. Sorav Assy.
2137-205 55-1 to 32 WG-188, W-189 (32) visual only WG-190 (32)
MT Final F.W. Sprav Assv.
A137-205 55-33 to 64 WG-188,w:;-189 (32)
See Above WG-190
[ Aux. T.R. Co'n.
d A170-205 55-1 to 14 h 82 (28)
M.T. Root, M.T. Final Aux. F.W. 102.
A174-205 55-1 WG-105 (3)
M.T. Root, PAT, M.T. Final L 106 (2)
M.T. Root, P..HT, M.T. Final Aux. F.M. FD?.
A174-20s 55-2 WG-105 (3)
See Above WG-106 (2)
- .r.
- . :. w. ita.
.u?5 205 55-1 W 105 (4)
M.T. Root, F..HT, M.T. Final WG-105 (2)
M.T. Root, P<Dir, M.T. Final t.Sy. F.u. m.
A.175-205 55-2 WG-105
( 4)
See Above W 106 (2) f?rTACNA46ENY "D*
I
I4l 4 To 2 COMCENTRIC.
p BulLOUP -4 PLACES REDUC.ER SCH '40 8-d Ol A RES
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.. u.. o o.o.. c..,...... c u u.,
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None required 0004 146473I I
0005 1311:3I 0006 C
@SF, 0007 13492]E
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S W G - balance i
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i 620-0005 55 Feedwater Parts
~
Welds Quantity N.D.E. & P.W.E.T.
!.W. xDR.
~
t122-205 1 h 91 (4 )
M.T. Root, E.T. Final, WHT, R.T j
E 88 (16,)
M.T. Root, PfrC, M.T. Final I.W. HDR.
3.122-205 55-2 wo-91 (4) see Above m 88 (16) r.v. noR.
[123-205 55-1 W 91 (4)
See Above wo-88 (16) 1.W. EDR.
.i223-205 55-2 WG-91
( 4)
Gee Above WG-88 (16) r 7. Pire i '34-205 55-1 to 32 WG-82 (32)
M.T. Root, M.T. Final
- .'J. ? r e i I34-205 55-33 to 64
'WG-82 (32)
See Above w
r*J. Serav Assv.
i 3% 505 55-1 to 32 WG-188,wa-189 (32) visual only WG-190 (32)
IC Final ij1. sprav Assv.
-i 37-205 55-33 to 64 WG-188,ws-189 (32)
See Above
', WG-190
) i T.W. Conn.
l.70-205 55-1 to 14 h 82 (28)
M.T. Root, M.T. Final P.
F.W. EDP f'T4-205 55-1 WG-105 (3)
M.T. Root, FJHT, M.T. Final WG-106 (2)
M.T. Root, F.!HT, M.T. Final
-. T.V. RDR.
,u
, i4-205 55-2 WG-105 (3)
See Above WG-106 (2) e. ?.W.
EDR.
.3 205 55-1 WG-105 (4)
M.T. Root, FJHT, M.T. Final i
WG-106 (2)
M.T. Root, FJHT, M.T. Fina.1.
. :. T.M. HDR.
- f. 56205 M-2j)
WG-105
( 4)
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VELDING DATA SHEET
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NRC Request:
Provide the code edition to which the feedwater piping system was fabricated.
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Response
The applicable code editions for the main and auxiliary feedwater systems are provided on attachments I and II of section D-2 of this report.
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NRC Request:
State the fracture toughness requirements, if any, for the feedwater piping system.
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s Response-Fracture Toughness testing is not required by the Component Equipment Specification or the applicable ASME Codes (i.e.,
i B31.1 and Section II) for the Feedwater Piping System l
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