ML20052B189
| ML20052B189 | |
| Person / Time | |
|---|---|
| Site: | Grand Gulf  |
| Issue date: | 04/20/1982 |
| From: | NUTECH ENGINEERS, INC. |
| To: | |
| Shared Package | |
| ML20052B163 | List:
|
| References | |
| NUDOCS 8204300135 | |
| Download: ML20052B189 (18) | |
Text
.
nut @ch San Jose. California Grand Gulf Nuclear Station Project F le No.
Ouner
.\\lississippi Power and Light Co.
Client 51ississippi Power and Licht Co.
c w /, n d2 J k. x... L f p p
A eem 2 0 c s :. #
s a.u l a2C7
.a di^
e 8204300lh-l Rension C
l l
Page Pre ared By/Date
/e/'t./,-D l
c Of les
.-l l
C e:Lec Ev/Date
nutcch San Jos2, California Grand Gulf Nuclear Station Project File No.
l Owner
.\\lississippi Power and Licht Co.
Client
.\\lississippi Power and Licht Co.
l l
Csn
-f l
.Z~.
V#y&4x---
3 5.
/'47W.</G.acbdEn4 -
3 G-,c b,
2
- g~.
r
-t4-1 0 5
/b iCnced lO Revision O
l Page n
Precared By/Date O //t-7,-i.
of g
C e: sed By/Date
' / #
.-l
.2
nutech
~
Sin Jose. Calif:rnis Grand Gulf Nuclear Station Project File No.
Ouner
.\\lississippi Power and Light Co.
j Client Alississippi P wer and Light Co.
I.
M W,'u w 2 o K.
<O
.Ac.,s-'--~
e a.J cnD
,JJ %' dn ecA ci 4
& '//> &
R WY.
t I
[.
/
.I-X.
.L M bMN 9 (T Y des C s'
Id/
eh
/
hva c.#
/
/
.L J//dn fY O' C.,-
j %!s2 #
n bk
/'/4Gcv. NW fn W
/
w W<.-
C'
&JJ s 'so f
C64 j..
J
/
G<,.6
'(Gv -
Uvs e //4 ssO'G' &
L.r-l
/
hW
)
- r e-t sks
(/
l
!
- a f n cz d.,< J U.~\\g L l).
DN q'~b L 2; x #:
A y r ac w <;u )
TL w.1,y o y Cc-v a t i ts u l d oy n W 1
-t kk b. W Wsi bi.
L /Ak d L
m,1,Lp.-,....<.
]. a u$~T-:
.Ai'....n dh G,. ~
c, u 7
' hs.x s,.',,
O'# Cr.hp
(',,,,
_Q
/
l Revision e^
Page Pre 3rcy ByjDate c'd /A. 7,. s,
of ice C e: ed Sy/Date
nutech San Jose. California Grand Gulf Nuclear Station Project File No.
Daner 31ississippi Power and Light Co.
Client
$1ississippi Power and Licht Co.
1,...
S k,l Dh
- Y P
!)
4- #4. s pW,
/[mnaw-n, & /c.p.x 2
l a J a nys d m.g J~,
y c.Y C<Sc/
O Gc-.-
m c, Ac o W
y
, d.*' $<>
V
- .c<_S.~t y e
/ / $
f <' C s * / n /
^
XC
.n fM # 4 rc-J - a:
C<. u ab U ~.
' de, &.7
/<ew d
' GJf' W <c.xc. $5&
S., s
$'/$
/'
</
7' A.
l~ ~-.-
. M s. A
- cs
=1.
/ 'm c.%,,
/
js y u.cb
.,2$a y
e
/( p'<
c/
s' kal.%.: $b h
.,c e c..r C< s (s.
) sez;.c z
,d,& KG I-<r rt cb'
/.e
)~ WGQMl c' b o t...y. t...-
'4 a,/a p
,, n,x,.9; acus t
1
- f. l X~~ Qf 4,y a a.2G &
c
( Wc <.y
(,,c,ho
$ fd
- Jt
/zy./A a:Pi u & a/
~,
d bl.~
,9:
co,. /,7 d<.
s T,,<,. 4' a
~
<-, s
_j s
N N.c f
c.< ek.c. c 5.;
Y
,/a'
/)
^- r- <-
./.
Revision
(
l Page 4
Pre;;ared By/Date 6 v'/4./ n of
,c r a-Lod av i nato t
l
nutsch San Jose. California Grand Gulf Nuclear Station Project File No.
Owner
.\\1ississippi Power and Light Co.
Client 5fississippi Power and Licht Co.
&N<
/b
-hcw
-a/
c.: %
)at..se,s E,T s f.,, /L
+
- VM
[fa/by~~./ /cp~
/w
/w
$$ YW Mj-4-v 4.c hu
'G. C<b
- A,
/
Y whi en
//u_.
%;//
ndo,fa.
L a cc/ A a.
Aun-
/
. y C&ap g A
^.yu4
.n.
nw:e n x-4 x=./
/
. JM A
C%
" b W g/ ::- lI. ] 7 4
/ C$ /
1 =
1
/.6,S /
0:'
p%
t
'wk rl k iOd
$ AwWa.
[h cord.)
M/e lb
% gh-4%
Lc.4#
)
f aCI
&JTCL T0 25lx t<w x,a h
/ c jr
( z.).
c._
7 zP~ /c~~~a~.a!.4.< K7~ x:~./4 y.
l,(/~el '/ G - n ~ A J.,
c<. e.
Revision l
Pg f
Prepared By/Date r 'e /h. f.,.o of a_
v C"ecked PV / O;nte l'
l
f nutech San Jose California Grand Gulf Nuclear Station Project File No 0vner
.\\lississippi Power and Light Co.
Chent
.\\lississippi Power and Licht Co.
f y sc lJ et n
/E H/3 P ;,og t
Gva,J C,J x ),&w
,J8AX.
/
n 4 ?~~ I 4 z..
O TE.:
&A
- 's
' Cls G<. A w d cIn,,
s-a WU J[hh <:;%
m ch.sAu c
&JL.. s.k:.,, ^ c/a b ^ ~ }Y aJ j
a 9 [.z,w,/ / & 4.c.:
c-)
/av 52j.
,CL.ucf //u. A U / -f ZA T.
G u cpl a i ef T~r~ d C A
g.
( A /G-J J-*uc/<
1-2 (
~4 :
.x r R d a do 4 ~a, tz
/$f /!!<.,
/ts $$'
- u -c.uk w2
/
/ ~ /W" l
.- f A dc.
&.s. w / &ctz t 8 H 't k.d 7
t y
s4 H 7_.
$ - J A )
k e, w '...;c,
.Y z.
,LryaJ t.i:-
-~
l w$!.^/%
3c n z. U},L /W C. y Awi W
Revision p
f Pre;;ared By/Date
'///4.u.g; of io C eckec By/Date O '. /,. /..
nutech San Jose, California Grand Gulf Nuclear Station Project File No.
Owner hiississippi Power and Light Co.
Client 51ississippi Power and Light Co.
F W/W r A/w WS L/k
/?l.f& CccdUb.,
&WwM h
$4 9
A s, ypwpar AJ a.
y l
Revision p
q Precared By/Date d'[/,.7.2.!:
g c-o e %. nate
- /t' f
.v.
flutsch San Jose, California Grand Gulf Nuclear Station Project File No.
Ouner N1ississippi Power and Light Co.
Chent
.\\lississippi Power and Licht Co.
f
$ & sc f 6 ~.o
&,.. w (Z w Cc C nbw In /o
'Co u c.c $
Y p5 / ash
& J w
y
{bo.-c b lll3 ~l #fa OI
,Jw a
/ /4,w.
o si i
G,,Wrv
& all D-u S
f-2. /'A
.cis
,/
J x
4'.sJ
/<se -.
55 Er/
~. $
s 4 2.
7C -72.c.
.n
/8. h~Wa: J, Lf U
^
wc,4Ld N - A ^ k 72 7 a" a -2.a.
p(d J Py~-AT l
l l
l l
l l
l Revision c
Page Pre;;ared By/Date d /4 /,-a og
,g C ened By/Date P'" / -,.. r ; I
H3E um, HIT.H.h.ielC o #.2 3.CTCLES.
4s 7323 LOGA u.
c s.
1
- s
- 10.
- d
- '..n.
i v nu p
i
) 9...
g j
a...
.=
l. ' _:.
\\
' it c
i
- 1...
f g
/
.}__.. _p
+
6.. _I fig. 1 Grand Gulf Control Room
\\
l t
n
! (
- r r
1.u
~
~
{.:
/
(
y
_ \\
..3 l
l
]
5...
..y s
3..
-i ++
- +
l'
?
j 4..
i
=
[k !
l h li [
/
- "a*
/
4% Damping
=
E i-f i
/
l q
l E
E 3...
_ _E__
j-J 1
l i
g :
i i
r r
j j
.: r: : :
- : :.: : : 11
/
i f
f il rrz
.q :- : 7.1
/ :(
I
- j I
b l
2...
1
/
C' i
j
~
l l.
t
- 2:'
I Adjusted TRS i
g
[__
a y
~
~
~
~
_ 4% Damping j
(Adjustment factor
! >3
~
~
---/.--.--
b
.4%)
d
- e r
k 1
y
/
C Vt...
I 4
! D 3
? 4
~
^
/
\\
i
~
\\
l
=
=
O.8.
=
2
=
=
., a
\\ '. '
k
=
U
=
=
5 E
-E h i z i
i /]
9 :'
- f 4 7-i ;
s,
=
- i ;
.,vi fi
- M
==
- ) : p
- : ::w
= =
= =.= = g
- y
~-
- 5.._:_:_: :
- :7
. j G._r_a_ n.d Gul f RRS::_.
1 m
lI 3% Damping!
i ? !
5
= '
b=
- + :
f.
_ _{l
2.
5' 5 5'-
i55 5 -4
.3.
i i i :
{
i 2.
1 3
! ! 2 2 2 Page 9 F.igure 1
of
~
ZZ
~
10
~
s.-.-
g 7
l rf_.
f
.l. /
e e
e e
e e e e
e e
e e
e e e e
e e
e e
e.
.1 2
.3 4
5
.6
.7.a.9 1 2
3 4
5 6 78 9 10 20 30 48 50 60 y 80 90100 FREQUENCY (HZ)
i l
nutech San Jose, California l
Grand Gulf Nuclear Station Project File No.
Owner
.\\lississippi Power and Licht Co.
I Chent
.\\lississippi Power and Licht Co.
J
/v-
/Lu. c u.
l l
C w. cf (, n l Suc b:ca. Cf
~D ubu))'l ( 2.,
s-J
.c w W.a W:l,.
c'.d<. J GL.a.b Qw/
u. 4 1: ~.
/
l
- 6.
E/- %..ena... M 4.< Z$ 7 L,, j?.unc 8,
/I..bLc~w N/3 - PGa I
/VI.
g, ade,.w.. L.
2 n<rw..,
~
%~
eo te-2-
t p
.1 K o.
7 ' p.: J
%.D' O.<.e dCTle LL
-ll{&/^
,. 6, s m.
2 m 1_.,0
/
b-
/
e/.
- f f
&bssu C.,.
C& bL D-
]
l l
w%a o, a..J C z=>
c 7& *',
L.4 %ir
&ff c:
.,n,/ y.- m 7 G M a-@ A m W,
a -,w...n.. - Ys dynw.
m ' - 2.
/
l l
l l
Revision 0
l Page
/v,-.
Precared By/Date 8/ /4 ic ' l of r-_
l
. ~....-
.m...
2. e.e.
t
I.
i
- ELECTROSWITCH SERIES 20K SNITCHES ON PANEL H13-P601
- C41 A/B-S01 SLC Pumps
~
E12A-S03 RHR Pump (Start & Stop)
- E12A-S57 RHR Fill Pump
- E21A-S07 LPCS Fill Pump
E22B-S02/07/09/10/15/16 HPCS Diesel / Generator Feeder Breaker Control I
I.
E51-S15 RCIC Gland Seal Condenser (Start & Stop) i
- 4 deck switches.
All others are 6 decks.
I i
W 9
l e
0 n
,,,,v----,-----
,,_-.-.-n.
-~
l Ovalification summa $r of Eouipment I.
Plant Name:
GRAND GULF
,g 1.
Utility:_ MISSISSIPPI POWER & LIGHT Pl5t 2.
MSSS:
GE 3.
A/E: BECHTEL BWR 6 Mk III
~
II. Component Name Control. Room Panel l
1.
scope: Ex3 nsSS
[]B0P 2.
Model Number:
H13-P601 Quantity:_ one 3.
Vendor:
General Electric Co.
4.
If the component is a cabinet or panel, name and sedel No. of 'the devices included:
See attached device list 5.
Physical Description a.
Appearance Vertical / Bench Board b.
Dimensions 117.5" X 84" X30" NA c.
Weight 6.
Location: Building:
Control l
Elevation:
See attached device list 7.
Field Mounting Conditions [X3 Bolt (No. *
. Size 5/8" )
Weld (Length
)
- On 6" centers.
8.
a.
System in which located:
Reactor Core Coolino Svstam b.
Functional
Description:
Reactor Core Coolino Bench Board c.
Is the equipment required for [ ] Hot Standby [] Cold Shutdown
[X3 Both
[ 3 Neither 9.
Pertinent Reference Design Specifications: sea referenca 4.3.4 12/80 3-3
2-III. Is Eeuipment Available for Insoection in the Plant:
[X3 Yes
[] No
~
IV. Equipment Qualification Method:
[x JTest
[3 Analysis
[ 3 Combination of Test and Analysis l
Qualification Report *:
Seismic Test Report H12-P870 1
~
l (No., Title and Date)
- -See Reference 4.3.1 l
s l
Compay that Prepared Report:
General Electric Co.
Compa v that Reviewed Report:
General Electric Co.
V.
Vibration Input:
1.
Loads considered: a.[X3 Seismic only b.[ 3 Hydro (ynamic only c.[ 3 Explosive d.[ 30that(Specify) e.[ 3 Combination of
- f. Method of Combining RRS: [ 3 Absolute Sum [ ]SRSS
[X3 NA
. See sectio (n 2other, specify) 2.
Required. Response Spectra (attach the graphs):.
- 3. ' Damping Corresponding to RRS: OBE 3%
SSE 3%
4.
Required Acceleration in Each Direction:
[X3ZPA
[ 30ther yf*E'1fb)
.254 OBE S/S =
F/B.
.254 1
(
SSE i S/S..=
.507 F/B =
.507 V=
.239 5.
Is long-term vibration load effects considered
[ 3Yes
[x]No
- Note: The H13-P601 panel is similar to the tested prototype H12-P870 panel.
The results of the H12-P870 test were applied to the H13-P601 panel per the methodology described in the text.
l l
i i
3-4 12/80 l
l i
i l
3-i VI.
If Qualification by Test, then complete:
[ ] random 1.
[ ] Single Frequency
[ X] Multi-Frequency: [ ] sine beat
[X3 In and out-of-chasa 2.
[ ] Single Axis
[X] Multi-Axis 3.
No. of Qualification Tests: OBE 5
SSE 1
Other
~~
(specify) 1-33 Hz 4.
Frequency Range:
Natural Frequencies in Each Direction (Side / Side Front /Back,, Vertical):
5.
S/S =
13 F/B =
15.5 V=
None 6.
Method of Determining Natural Frequencies
[X] Lab Test
[ ] Insitu Test
[ ] Analysis 7.
TRS enveloping RRS using Multi-Frequency Test [X] Yes (Attach TRS & RRS gra
[ ] No See Section 2 8.
Input g-level Test: OBE S/S =
1.0 F/B =
1.0 Y=
1.0 SSE S/S =
1.5 F/8 =
1.5 Y=
1A 9.
Laboratory Mounting: [All mounting holes usedl 1.
[X] Bolt (No.
Size s/s
) []Wald(Length
) [y] cla-e
- 10. Functional operability verified: [ X] Yes [ ] No
[ ] Not Applicable
- 11. Test Results including modifications made: The canel maintained its structural integrity and the devices performed their Class IE function.
Other test performed (such as aging or fragility test, including results):
12.
Fragility test results were applied as noted on the device list to establish seismic capability of certain devices.
1 1
12/80 3-5
VII.
If Qualification by Analysis or by the Combinatfon of Test and Analysis, then Complete:
1.
Descripition of Test including Results:
NA 2.
Method of Analysis: -
[ ] Static Analysis
[ ] Equipment Static Analysis i
. [ ] Dynamic Analysis: [ 3 Time-History
" [ ] Response Spectrum 3.
Natural Frequencies in Each Direction (Side / Side, Front /Back. Vertical):
S/S =
F/B =
V=
l 4.
Method of Determining Natural Frequencies
[ 3 Lab test
[ ]Insitu Test
[ 3 Analysis
- 5. ' Model Type:
[ ] 3D
[ 3 2D
[ ] kD
[ ] Finit Element
[ ] Beam
[ ] Closed Fom Solution 6.
[ ] Computer Codes:
l Frequency Range and No. of modes considered:
[ ] Hand Calculations 7.
Method of Combining Dynamic Responses: [ ] Absolute Sum [ ] SRSS
[ 30ther:
~~~
(specify) 8.
Damping: OBE Basis for the damping used:
SSE 9.
Support Considerations in the model:
- 10. Critical Structural Elements:
Governing Load or Response Seismic Total Stress A.
Identification Location Combination Stress Stress Allowable Maximum Allowable Deflectica B.
Max. Critical to Assure Functional Oper-Deflection Location ability 3-6 12/8C
Section 2 2.0 REQUIRED RESPONSE SPECTRA (RRS) AND TEST RESPONSE SFECTRA (TRS) 2.1 HORIZONTAL MODE
~
Figure 1 gives the relationship between the Grand Gulf horizontal (longitudinal and lateral) required response spectrum and the test response spectrum.
2.2 VERTICAL MODE Figure 2 gives the relationship between the Grand Gulf vertical required response spectrum and the test response spectrum.
NOTE:
1.
The RRS as shown are for the control room upper floor at the 189' level (see Reference 4.3.5).
They envelop the RRS of all control room panel l
locations, i.e., the 189' and 166' levels of the control building.
2.
The TRS as shown is the lowest for all tests conducted on the control room panels (see Reference 4.3.1).
l 2-1
M G h!!?. T." Mitt'ci'.5lS i 46 7323 3g.
jj i
9...
j i
p, 8...
q q
p f
{...
7...
Ib t
1
.. kI h
~
/
2 2 Fig. 1 Grand Gulf Control Room f
.)
}
. m ;-s f.
..l.
i e
r i
f N
6...
i e
[
i
- s 4
N /
5...
_ l i
.p l
- V
. k
- Hi i
N g
l GETRSb k.
t t
l
. s.
^
=
~
I b 4..
E z i 5 h
4% Damping I
T.'
I
" " ~ * '
/
{
i t
55 5 5-i
~
555N
/
555E 3..
l
- =:: : ::..:: (
- =:
- ; u:
c i
- =: : : -x I
1.-
1
-_)
l 3
}
a
'-~
r.
j l
)
l'
=
i t i
--~
\\
i
.g i
=
l
=
=
- -=
^
=
\\
=
t
).s.
=
2
- g. 5
-E.-
(
=
g ?
l
' '; ~
=.-
=
j
=
- i :
m--
=
=-
.s,
-.=__=
_ _=_g=:
i
\\
~
iiii:
I Iii
~
Grand Gulf RRSi 5-
=
m j i il f i
' =
3% Damping [ E=~
3, 5.5 5
=
= t
- g 3 7-i- i =
~
E i s 2
=
E E-5 i :
Is E'E : E E_E E i i :
,3,
t
[
i
- =. :
u.
===== =.=..
==
=
- = =
- :::- ~
j g_
l 7
-/ -
.l.
m o
o
.1 2
.3 4
5 6.7.8.91 2
3 4
5 6 78 9 10 20 30 48 58 60 y 80 90100 FREQUENCY (HZ)
i l
K.E nu airtTHbielC of M 3 CYCLE 3 46 7323 LOG 1
euoanaaca -.=
9.-.
h i
j i
I.+
ill
'" ~
n,i i.
i n
s...
. ll
?
I r
i 1
I
/
- J.
J i
il 7 --.
Fig. 2 Grand Gulf Control Room
[N[l._,
6...
j:..g
,g [!
N__
(
s 2
N[
~
j
[
N
\\/
\\
1 5 f I
{
lj 5
I 5...
~
"'N i
-l-
=
l l E...U.........,vamptng.
y 4---
- I l E _i t
/
i 2.-
b
[
2 5
--~
~
~
~
l E =
]
I
=
I 2
l
/
3...
j
- r -
/
s
~
i i
t
/.
l I I
.: r hg -
Ir._n g-9,,,
__ ][.
- : _g 3 f
~
l 1
e i
3_,
6 i
l t
['
~
~
- -d-~
~
I I
s a
j F.__
l i
d_
_/._
[
l 7,
j
- i!!...
_=
+
, I j
g-
=
i u.a.
j ;=
=.
1
.=
1 7
=
i
=
=
l E 5
/
j
=
=
a.1.
-1 l
- s j.
...l
=
)
=
=. :. : :
_s,
E E-i'i i
- : Grand Gul1 su l
l 5
E
_ EIi
~
- I i :
5
- 3. :
ing l
1
-3i rda mp......
.U' ire
- a g
g j
A.
E
- i E iE 1
=
~
E.
/
l_ b
/
?.= % _:
/
'I fib ETE:_ : r
~~
(-
J.
,3,
-f
- :': 1
- r ;.-:
- -%y
)'
~
- -/ :
- ~
l
. s 2.
12 2.
4 e e g.,ee.
,e e
,e i6m
_e e
e e,_
g e,e
,e e
,e e6 6
h e
=
p q
.e.
e a
W-._
_6 g
6
_g.g g
,e e
,g e
-_p.
g d
.l.
,I a.m.e O
i
, i i
9 6
4 6
8 e
i4 e
s e
i 4
e
,i
.1
.2
.3
.4 5 6 7.8.91 2
3 4'
5 6 78910 20 30 40 50 60 N 80 90100 FREQUENCY (HZ)
.