ML20024D191
| ML20024D191 | |
| Person / Time | |
|---|---|
| Site: | Maine Yankee |
| Issue date: | 05/17/1983 |
| From: | Habel J, Hull P, Kramer E MCGRAW-EDISON CO. |
| To: | |
| Shared Package | |
| ML20024D182 | List: |
| References | |
| 1141, 1141-RA, NUDOCS 8308030284 | |
| Download: ML20024D191 (8) | |
Text
.. - -.
3 kBRAHil3Oli PAGE 1
OF 4 Mcsonailcn NUCLEAR OPERATION SEISMIC OUALIFICATION REPORT a
5 E
OF m
O MASONEILAN CONTROi. VALVE
'-=o N.
FOR
-c
'>z z<
MAINE YANKEE ATOMIC POWER COMPAn'
<E
- c. w h0 PURCHASE ORDER NUMBEL MY-163 7
+,
u o zo3 VALVE TAG NUMBER HCV-6008
$z o=
w3 MASONEILAN WORK ORDER NUMBER H-38917-84 5w
<c go REPORT NO. 1141 ue Er z@
2 53 55 CEO a<
A Go fI
[- hh3 b$
PREPARED BY: [f.
.h DATE:
- 4 E'o l
e C o RIVIEWED BY:
/2 (
DATE: M -OE
/
, c.
5w ca
- c. <
- w Y
- bI*
APPROVED BY:
DATE:
L @
zG:
c vs w=
=E z e Cz r<
Ec:
O w
0Ohohh9 PDR TITLE SY DATE 7ebruary 19' 19 8
MAINE YANKEE ATOMIC POWER CO.
CHEC DOCUMENT 1D' H-38917-84 l
114l SEISMIC QUALIFICATION REPORT APPR O Masoneilan Division McGraw Edison. Norwood, Massachusetts and Montebello, California
,a
' ; nun PAGE 2
op 4
.Mr.sonailan NUCLEAR OPERATION a
5
.z 8
E STATUS SEEET zou
- 6 d5 23 2C 0"2o REVIE'w'ED APPROVED zoD REVISION DATE BY BY BY DESCRIPTION
$z oc wG
!y 2/19/83 Original Issue 50 vH 2H zb ACCELERATIO N LEVELS cWo To o 2se's H(v 9=2 A
5/'s/ss 4).
p y 'gb J.
roa. o.ne 4 s.ss s
2 f.I3 93 mm 3
secoes esmsen.
2:5 m zO 3E Gc zw O i!"
w o
<u E C 8oo E$
- c. c-OW
\\
cO
- a. <
l w2 5E a-l z@
e t; wa2 z o 9z w<
<2c l
8 l
z l
3a i
U V INE YANKEE ATOMIC POWER CO.
CW ENU D H-38917-84
'"'('[Q HG A
SEISMIC QUALIFICATION REPORT apppovgo i
Masoneilan Division McGraw Edison i Norwood, Massachusetts and Montebello, California
~
PAGE 3 op 4 M C S O n 'Sil C n NUCLEAR OPERATION I
a<
TABl.E OF CON'"ENTS Ez w=
Czoo f/3.
PAGE
.c
>z z<
<2
- c. w 2O Title Pag.
1 0 2 U O g$
Revision Status Sheet 2
"2 35 Table of Contents.
3 5C j=
Abstract.
4 o
E D Introduction.
4 9E "a
Discussion.
4
>~
5a z5 Conclusion.
4 t=
J<
wQ$*
APPENDICES
=6
<u E C C
o I.
Seismic Stress Analysis Calculations II.
Typical Bonnet Stress Analysis - NE 155 Revision C c
- c. -
Ow cc III. Valve Closure Calculations
- c. <
g2
-w r u 22 +
,o l
z i
=w c m
$3
-2 l
2e 9z w<
<2c O
w E
.2 I
J l
lV.
TITLE BY DATE Februarv 19' loc' MAINE YANKEE ATOMIC POWER CO.
H-38917-84 l ' D DOCUMENTID~
CHEC fN SEISMIC QUALIFICATION REPORT APPROVE D Masoneilan Division McGraw Edison. Norwood, Massachusetts and Montebello, California
~
mantggs PAGE i
OF 4 M CC@DC5lCD NUCLEAR OPERATION ABSTRACT
$c A seis=ic analysis was performed to determine if a valve purchased under
'2 Maine Yankee Atomic Power Co., Purchase Order MY-163 is capable of 9
withstanding a seismic event. Analyses show that the valve meets the E
stress limits and specified seismic design recuirements for structual 8
integrity.
Calculations are also included to demonstrate that the m,,e actuator is capable of closing the valve under design conditions.
'z 2
IhTRODUCTION
- c. w Eo o z Seismic analyses were performed for both Operating Basis Earthquake (OBE) z2 and Safe Shutdown Earthquake (SSE) conditions.
The seismic accelerations
@U as specified by Maine Yankee Atomic, are as follows:
oe
- 3 OBE = 0.25 g's Horizontal & 0.25 g's Vertical g$
((
5o SSE = 0.25 g's Horizontal & 0.25 g's Vertical ur 2w z8 The analyses and results are included in the appendicies.
9us2 5 17:
DISCUSSION oM
.I j@
The seismic analyses in Appendix I have been evaluated for both OBE & SSE
\\
.d <
conditions.
The analyses are based on Masoneilan's Procedure NE 155, Rev.
EO C, typical Bonnet Stress Analysis which is enclosed in. Appendix II.
The 3$
allowable stress limits have been met in accordance with the applicable gu codes.
The allowable stresses are shown on the analyses as " Norm. Design g5 Allowable.1.2S" for. the OBE conditions and " Abnormal Allow., 1.8S" for ljg^
3g the SSE conditions, ec: C w2 Th'e calculations for valve closure are found in Appendix III.
These-Og calculations show that the actuator has sufficient force to shut-off
- c. <
against the design conditions and to maintain seat tightness.
wE U
CONCLUSION es l
0 z 2 g
The valve covered by this report meets the design & seismic requirements 5g specified.
2 z o Oz y<
Ec:
8 2
-l<
l L
TITLE BY DATE February 19, 1983 MAINE YANKEE ATOMIC POWER CO.
c KED DOCUMENTID H-38917-84 J
g SEISMIC QUALIFICATION REPORT APPROV ED 1141' Masoneilen Division McGraw Edison. Norwood, Massachusetts and Montebello, California
8 EO O
e D
4 APPENDIX I
_TO REPORT NUMBER 1141 SEISMIC STRESS ANALYSIS CALCULATIONS i
I I
I
?
l
i f.'
- r
.7
""o t:ltW2tt!00.?lMt' *
~
S p
. M NI-OR DE R. NO. H 3 6 91 T = 8 4. -. _-
j VALVE Site
- 8. 0014 C 41 TYPE 20521 RAllMG 600LB.
ACTUATOR 18.5R iW 0
)e 81118: {ieU NatoAE,VALVEIANag5]"
109-NUC AR 280: 4 WlIlVW4eiilHEeAAY7o+8:!!8 1
c 3
"iO '#$l$30lN
~
~'
b aN8! bEdI*N'hkiss' #* D $16
~~
~ ~ ' '
II}"gliqFIRgs,12!':lig'"5 5' ~ " ' "5 "5 V8 8:"
t r
~
b Cik hD A
'j! $h.
8.
- o s ha lhAP na8m
""" ~~u a8-I
_....._. _ __ _. HU S-.T H I C (N E 5 5._ G A -- 1.
00IN.
' O UPERATING CON 0!110NS b
MatiMUM STRE MORM. DES N ALLOd48LEr,1.25 ABNORMat. A LOW,1.80S
~ ~ ~
kY h
~
~ ~ ~ ~
~
8bhl h II ~ ~ ~~'"~~~ ~~~ ~ ~~~~ " $.
- !b hf~
SR 8)$. P5; 21000. PSI 31500. PSI i
j p
. G A $ 4 E f. $ 6 A i ! N G. _.._ ___.__... _. _.
,N ALLOW 40t.Eie l. ZS A8NORMAV ALLOW 1.803 MAtlMUM TRESS 40R4. DE51[l000.
3150g.P p
SH 68 U.
PS 2
P5 g.g g..
- g_
l s m eLA w.,;. es Pe...
l
~t j
in
+38917 84 S E I S MI C C ALC5.. PG.
2.
l lf%
i BODY TO BONNE.I BULil 11G. -....--
1 4Cid&L B 3 L'T 4 R E'A II.60350.lN 12 25011.
REJVIRED S UL>T ARE4 1.46750.11 BOLT 51lEl
.m Od49TITY VALUE OF W.
36676'.LBS.
-.- 5 V ALU E. & i T E M P..---.. - 25000. PSI
)g-M4(IMUM SIRESS NORMe DESIGN ALLOW 4BLEi,1.05 48NORMALiAi. LOW,1.0 5 4
SB 3107. PSI 25000. PSI 25000. PSI
~~~
MININui HDLil'EU560E~'
1 58. F i.'L 5 5 ' E U F H i 6 k U' ~i E 5 E ~ ~ ' '
~ " ~ ~ ~
~
MaxlMUM 00 L'T 10100E 692. FT.LB5
- p ACTUATOR ANALYSIS jr IDfH....---4e IN.
IGH 06 N.
. Y OK El-
-bElDIM.
- 30 95 R.WIlGHT.-.
?j>f8.
C.h041 4
AC f.
IN.
O H
61 N
2 9
IN.
YbkiolM. 4000. PSI (QOlyALENT AR 6 f0AIDA PRESS del (l4 9.PSID 5 VALUE AbI.
.. K E-r..
f A
MAXIMUM STRES$
NOR94 tis 5 t GN ALLOW 49LEtt 1 25 48NORMlif'5I'[UN,'1.865 j
SA 989.P51' 4800 851 72006 P 51;
- ,r-YOKEL TU 8ONNET JOINT ANALYSIS j p
- -- --- -. - g N.--.--..---.----
AM ER 8 507 J.N l
NOT SH t'ARE&
lp 5 VALUE,iEMP 20000. PSI MAXIMUM SIRES $
NORM. DESIGN AL(0W4BLEi,0.65 49NORMALiALLOWr
.6 5 o
SC 626,P51 12000 PSI 12000. PSI
.p
'b 04TE PERFORMED 3131 L&5T REVISION 9285 l
)
COS T 3'4E R I4G NO.5 HGV-6008-.
APP NDIX II E
REPORT NUMBER 1141 TYPICAL BONNET STRESS ANALYSIS - NE 155 REVISION C e
._,