ML19329E164
| ML19329E164 | |
| Person / Time | |
|---|---|
| Site: | Arkansas Nuclear  |
| Issue date: | 11/24/1967 |
| From: | ARKANSAS POWER & LIGHT CO. |
| To: | |
| References | |
| NUDOCS 8005300779 | |
| Download: ML19329E164 (8) | |
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APPENDIX 'i-H CONTAINMEUT STRUCTURE IHSTRUME';TATION The purpose of in::trumenting and testing the structure of a prestressed con-crete containment structure is to provide a means for comparing the actual response of the structure to the loads induced during post-tensioning and pressure testing with the predictions of the design calculations.
If the response is as predicted, the design techniques are assumed to have been verified.
The containment structure is very similar to the Turkey Point, Palisades and Oconec structures. The design and construction are the same. The structures for Turkey Point and Palisades will be completely instrumented. The Turkey Point instruments will provide approximately 400 strain measurements at 55 locations throughout the structure and liner.
In addition, about 25 optical measurements of structural deformation will be made. The Palisades and Oconee instrumentation will be comparable. Lis amount of data will permit a de-tailed comparison between design calculations and observed response. The basic structural response and the accuracy of the calculation procedures used by Bechtel will, therefore, be verified by these tests.
Since the above detailed confirmation of the design' techniques will be avail-able, instrumentation of the Russellville structure is not contemplated.
Optical measurement of the contairment vessel structural respense will be made as follows:
The required level of structural prestress will be obtained by Jacking the post-tensioning tendons.
Prior to reactor fuel loading and operation, the integrity of the contairment structure will be domonstrated by a pressure proof test. The post-tensioning and the pressure test will permit verification that the structural response due to the induced loads is consistent with the predicted behavior. This will be accomplished by optical measurements of the structure's defomation using a curveyor's theodolite.
The measurement technique will require attaching targets to the surface of the contairment structure at appropriate elevations and asimuths and around the access openings.
It is expected that measurements of displacement to within
.01 inch can be made. Figure 5-H-1,
" Containment Test Instrumentation,"
indicates the targets for measuring shell deflections both vertical and radial and at the opening. The system for measuring these deflections is also shown.
These deflections, in turn, will be correlate.d with measurements made on the Turkey Point and Palisades containment structures for verification of structural behavior.
The intended program of containment proof testing is given in Section 5 9 The proof testing of each tendon is achieved at the time of post-tensioning when the tendon will be stressed to the maximum value occurring during its life.
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Design Memorandum No.it-2 on oordonette sock asd com.
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NOTES 1.
Basic detu for this dra win g e w2s obtained from Corps of Engineers Design Meremorando No to and No./O-3 on Dordo n elle Lock c ond Dorn.
ARKANSAS POWERR d LIGHT COMPANY RUSS ELLVf LLE E NUCLEAR UNIT DAM SAFETY s' IWESTIGATIONS 8
DARDANELLE._ LOCK AND DAM STABILITY ANAL't.YSIS - LOCK WALLS _
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en' k
=
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k
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Upl*!! - obove ar g.
,, o-uplii!-selow oote N
A.
~
_k w-i rou,,e,i,,,, m,,ur wits u,,6 l
-LAND WALL sundsrien nessure ituut sms]
'#'EL SECTION 6 LOWER 6 ATE BAY-RIVER WALL y) = 3/.4ks/(Cunression) lion = 24 6osf(Civryvessim) 70 hf (Te'rssiors)
E"'N!lY #f A!'"If**l
- O J4 L
$1r = 089 - Shear-Friefion NcforelsColefy = 4.22 y,, g a,,,,,,,,,,
Alouimum Verfica//bundefiers Messure. (assuming nobosd) ' ##' 0 "'I @'"#"'*"E Masimuur &+rft:0/ foundefion. /6.3 ks!(Comyession) hessures with bond 6.2 hsf (Tension)
=
Nort:(Ans/ysis basedcvs 7/.0* mono ///h) urruco or ANat vsss NOTES Cinulav Are tMe hode!3/oce9 by Cowpuk
r l.
80 sic data for this dra win g *~ era s ob rooned from n
o a
y Corps of Engineers Design Morernorando No. 10 - 3 W
and No. ll ~ l on Dordo n elle s. Lock and Dorn.
y
~ q, e
4 VY Asra,a Arm s ruo ant s+ce wth acfong om types /
boundo,y frores i
s/,re.
I f/.300 y,c7o,,gy oc ro,w wier a,stre,e, wr,w.ir.< <, d4-v,)
<j
- r <,, u,w <r.
m jo waver une scr,ar m soso conce-v S:it as a oe,** < se ~~ =i e **" < s'<a on war,>e e -pawne sor <=~renow a flote.
dc &mpoem0 0/dC 4W,qenino/ M bote d>l*tt 9,o soisoroc,e swanar ca<,,e eww w <= <a eo wr p waci, foose equar rose p
< i m es residered ec Tegeneral compone,f orar and On
~ ~ * ' #"/ " * -~
ARKANSAS POWEFP $ LIGHT COMPAN Y caicuitrioN orsaftry recror roa. go,isy,,, cm,,dar,m RUSbELLVILLE
.. U C L E/~ R UN\\T y,, zrra van e isc DAM SAf tty y eWESTtEATIONS
- '^** ,"/*,"',,';",*"" '
DARDANELLE _ LOCK AND DAM
/
R g;,>L,~;g.=:,7:,ct. ";;;y;*'
STABILITY AMALYSIS-- LOCK WALLS & EARTHFILL
.a,1,,",',",,T, u,.;,"moa,,%w.~.6i n o:'* => 5 a f,
~<, i
~'
~*
u-6600
{
6600 - 4 nw,=>.
i m.
i 1
/09
/
- f. 97 f.4/
{f.ts 4./6
- t. /*
re h t ts & A *0 21 f.st
/. 39 center dassumed forts h,/ //
h//0
&,,97 h A38
/
,,,s -Am longent to D. Joo i.is are i.so iso
$VAM fangenf to & 23C
+ /. /3
+?$
4 $?*
4$0
+ $a"t + $ U + A//??$
$Y
+ LJT Art /angent fo f/ 280 io' Ar7 f.//
/. /O
/.19 Ato LE6END s
f.39 r.2 7
/or a 96 c.s5 1.00
$ sof h e.19
$ 136 h t t$
h t00 h /Of h / 09
& J.06 1.//
t/
413
//o 1.00 s.00 f //
rid it$
&J6
$4f
//3 0.96 0 92 0.91 h4Br
&/m h / 4%1 k f.00 h 1.03 f.09 f.M l.0$
f.06
/.08
+ $1'a +215 +ill 4.03%;? + 1.06:1 Aso s.s2 so#
o AS$
iS!
- f. 01 0.81 0.97 hl.d 5
& 499 4 491 h 699 0 09 e
LS7 447 f.oS 100 f.o2 P4
SUMMARY
OF SMETY E4CTORS 4
6000~
e k{i 25:0*
moU,caa
-,60 a sso s
l l
ft.348
~ 350 fl 1
15 ff
)
n
-340 W U 338 y
l 0,
l7 g
~~- _
~330 p<
to,------
__________ j F/320 0
20'
.-l-She//
C
- - - Jo - - - -
__y_
3
~?_
/
H300 %
A
.} - 3ng 4
N 0'------
G - eso ams W
wo-_-_--___~_
f/ 280 x l
- ggo
60--------------
_-_l~~~~~~'~
~~ ~^^^~~~
foundah'en Soi/ -
_270 go.o-
~~~~~~~~~~
CD 262%
l
- =
~ 260 rohwnwimuris\\w/osturisswrigssy,gs rinsay,ggy,m,ygy,g yay gy,y y,py,yy,w
~ 250 e
EARTHF/l.L SECT /ON (AT APPROX. STA. 70 +25)
I 004G t
k
P I
i i
f 1 are NOTES
/ & sic data for this drowing was obioined from Corps of Engineers Design Menxvanduin No. //-2 and contract arowings kr Dordonet/e Lock and Dorn.
- 2. For enethod of analysis and odopted soil data i
see drawing 6600 ~ 4 3 IAt Con /spu/a/A>n of /Ae proposed obw/?sfreatry ear /b>"H/ was obfobjg Wr64//y fed /71 /4e f/S. AF/ny Corpa of f/?gA?tW/'s.
El3?6
- Pe%'ett fodhfi//
___.e L
_ _ _ h h _ _ _ go gun es _ _ _
kundofion Joil O _ _ _ _ _ _ _ _
___gh
_ _ me_m O
m 7:laeloth?h5*1 amin 6'lol6ffsta ARKANSAS POWER & LIGHT COMPANW RUSSELLVILLE NUCLEAR UNIT DAM SAFETY INVESTIGATIONS m
DARDANELLE LOCK AND DAM M
004"/
STABILITY ANALYSIS - EARTHFILL
-~
6600 6600 - 5
.-