ML16180A440
| ML16180A440 | |
| Person / Time | |
|---|---|
| Site: | Comanche Peak  |
| Issue date: | 02/01/2016 |
| From: | Luminant Generation Co |
| To: | Office of Nuclear Reactor Regulation |
| Shared Package | |
| ML16042A346 | List: |
| References | |
| txx-16006, CP-20160003 | |
| Download: ML16180A440 (131) | |
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- l. SCD Service Spillway Crest and S.W. Abutment Core Trench. View to North (4/26/76).
- 2. SCD Aerial View of S.W. & N.E. Embankments. View to North (5/19/76).
COMANCHE PEAK S.E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 Squaw Creek Dam Construction Photogra~hs FIGURE 2.5.6-5G
- 1. SCD Aerial View of Serv. Spillway. View to West (5/19/76).
- 2. SCD Setting Service Spillway Bridge Girders. View to North (6/29/76).
COMANCHE PEAK S.E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 Squaw Creek Dam Construction Photographs FIGURE 2.5.6-5H
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- l. SCDAerial View. View to Northeast (10/20/76) .
- 2. SCD Service Outlet Tower on date Water Impoundment Started. View to Southeast (2/15/77).
COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 Squaw Creek Dam Construction Photographs FIGURE 2.5.6-51
- l. SCD Aerial View. View to East (3/22/77).
- 2. SCD Aerial View. View to East (4/22/77).
COMANCHE PEAK S E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 Squaw Creek Dam Construction Photographs FIGURE 2.5.6-5J
COMANCHE PEAK S. E.S FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 GIDLCGIC PROFILE CThTIRLINE SQJN.'7 CRF.:FJ-; DA..._! FIGURE 2. 5. 6-7
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I l lOmm ROCK FILL Ft.JAL SAFETY ANALYSIS REPORT 8.0 FILTER-B UNITS 1 and 2 0 . 53 FILTER-A S.S.I. DAM, GRAIN SIZE AMENDMENT 4 JANUARY 31, 1979 DISTRIBUI'IOO OF mRE, FILTERS 0 .02 IMPERVIOUS CORE FIGURE 2
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FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 FIEID SHEAR TEST ---~-- -*- -**-* *---* ***- -*- ------'---~~~ .......~-...._____________.... FIGURE 2. 5. 6-25
UNITS 1 and 2 SIOPE STABILI'IY ANALYSIS SQUAW CREEK DAM FIGURE 2.5.6-26
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S.S. I. DAM NODAL POINT DISPLACEMENT RT T= S:.61 SEC. DISPLACEMENT SCALE: I NCH = 0. I FEET SCALE I" , 0.02' COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 ELEMENT ANALYSIS FIGURE 2. s. 6-31
- 5. 5. I . DRM RRTID OF TRLJ/DVB STRESS T = S:.61 SEC.
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- 5. 5. I . DAM NODAL POINT DISPLACEMENT RT T= S:.7 SEC.
DISPLACEMENT SCALE: INCH 0. I FEET SCALE I .. ' 002' COMANCHE PEAK S.E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 FIGURE 2.s.6-34
S.S. I. DRM RRTID OF TRU/DVB STRESS T = S:.7121 SEC.
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SCALE: INCH = .0 G SCALE i". 1.0 G ---#-----------'------'~-----------------------------------------------------* COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 FINITE ELEMENT FIGURE 2.s.6-36
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FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 FINITE ELEMENT AN ALYSIS FIGURE 2. s . 6 - 37
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.~---~_s:f::_L._L_f ~ -------------~ ___L_J__l__L---L.._,..._____---\--------t-- COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 FINITE E L E ME NT ANALYSIS FIGURE 2 . s . 6 - 41
LINE 9 PROFILE 12 II 10 S.S. I. DAM NODAL POINT ACCELERATION VECTORS RT T= S:.91 SEC. SCALE: I NCH = I .0 G SCALE 0 1",1.0G COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 FINITE ELEMENT ANALY S l S FIGURE 2 . 5.6 -4 2
LINE 9 PROFILE
- 5. 5. I . DRM NODAL POINT DISPLACEMENT RT T= S:.91 SEC.
DISPLACEMENT SCALE: I NCH = 0. I FEET SCALE 1" '0.02' COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 ELEMENT ANALYSIS FIGURE 2. s. 6-43
- 5. S. I . DAM RATIO OF TAU/DVB STRESS T = S.91 SEC.
COMANCHE PE AK S. E. S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 FINITE ELEMENT ANALYSIS FIGURE 2. s. 6-44
S.S. I . DRM FINRL NDDRL POINT DISPLACEMENT RT T= 30.00 SEC. DISPLRCEMENT SCRLE: INCH = 10.00 FEET COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 FINI'I'E ELEMENT ANALYSIS FIGURE 2. 5. 6-45
S.S.I. DAM of T a;n Stress Ratio at T=S. 85 seconds (Tirre of maximum acceleration) where: {;" d=shear stress induced by ground motion
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S.S.!. Dam Rockfill~ curve based on D50 size of 4 in. or 100 mm and derived from published data from Wong (1970), Lee and Fitton (1969), Lee and Seed (1967). 8.0
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S.S.I. Dam Filter Material: curves based on published data from Lee and Seed (1967) for a Relative Density of 80%. 4.0
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r---- --- 1 H l ~---- T N T= K*W+ Pc. W ~ ~ j,,. H 2 cot ,8 Pc "~J'c H 2
.'. T : 1 *K J'r H2 ~ /c *H 2 c ot.fi -r 5hear Resistance) S" W*tanc;zs:. ~Yr H cot,Lf' tan¢ 2
~
Fae tor of' So fety: F = S H cotfiuln¢
- = -~--------
T i K ~ H zco-t,6'~ t J{ H 2. F =. J1
- cot$ t Q n <I' l-< J1 *cot ff tan¢ + /c..
COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 DERIVATIO'J OF WEr:x;E F FIGURE 2. 5 .6-50
I-
. cc
~~ UJ UJ CJ) a: ~ H Cf) N ~- <( ~ "'O 6
~ ~
H UJ a.. z - UJ <( Cf)
§ .-l lJ)
I
'°
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~
N UJ 2 <( u.. ::'.) ~~ H~
. UJ a::
- J Q
0 _J
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u: U) U)
Acceleration Impulse Analysis The velocity needed to be imparted to a particle of rock fill to move it over another neighboring particle is nr = I Rg Srn 20<. The rock particle size is 2 feet, thus for an inclination
/]/" ~ I 4g x.. 11 fps Assuming a maximum acceleration impulse time bt=O.l sec.,
the average acceleration r e quired to move one rock particle over another is a~ ~'.1 = 2
.:.;, - 110 ft/sec -:::: 49 COMANCHE PEAK S.E.S.
FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 RCX1Z ACCELERATION .ANZ\LYSIS FIGURE 2. 5 .6-52
LEGEND 0 SETTLEMENT PLATE
.-* - ,,__________ -------._ 'Tl'~ ~ Et-'tf>i\N"-t"\ENT <r:;] PIEZOMETER 0 SURFACE MONUMENT
~~ /~/~-:-
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COMANCHE PEAK S.E.S. o I ~v 10-v 'Ur ~;..Le.. 1 ~\0trO 1t I ' FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 PLAN SSI DAM INSTRUMENTATION FIGURE 2. s. 6-54
COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 INSTRUMENTATION SQUAW CREEK DAM FIGURE 2.5.6-55
t UPSTREAM APPROXIMATE TOE OF EMBANKMENT
";f.f.;..'- i .* '.'
ii l I ABANDONED
~: A -'. ~ ~ ~ A _4_
' -** I~ ~ ---*1 -- - ~-~":1~~---------...---~-~~~-:'i----~-~=--*==l+/-=~"===...,,,,===r:===cr.!===~===--,i=,.--
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- i .. '* ""'"r*-
I~ *,/t- ,._ It~1'-*1J I, ' Q SETTLEMENT PLATE
-.,._ _ _ _ _.._ ! 00 _ _-J..__ - ' .. if'.. -j ......'
0 SURFACE ALIGMENT MONUMENT Q WELLPOINT PIEZOMETER PNEUMATIC TRANSDUCER PIEZ. 15 +<JO 70+00 65 +oo 60+00 55+00 50-100 45+o0 40+00 ~-1-00 Amendment No. 103 COMANCHE PEAK N.P.P. FINAL SAFETY ANALYSIS REPORT UNITS 1and2 INSTRUMENTATION SQUAW CREEK DAM PLAN VIEW FIGURE 2.5.6-56 I fsOOOOln.dgn
COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 LOG OF BORINGS SSl-1 FIGURE 2 . 5A- I
COMANCHE PEAK S.E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 LOG OF BORINGS SSl-2 FIGURE 2 . 5A- 2
U.S. STANDARD SIEVE SIZES
<DI Q
0 N
<D
.... ~I in ;*I
,., ~I ~1~1 ~I ~ 1. ~1 ~*1 N - - - Cl>! <0 ~
6
<t
~
0 I ;!. 0 6 36" 24" 18" 12" 9" 4" 2" i" 5/8" 3/8" 1/4" 19 16 3 0 40 60 100 200 3,, Yi' 140 I 30" : 21": 15" : 10° I 6° I I I I 31,4'1 1/2"; ; 4 e I 14 : 18 ; 35; 50 ' 70 1 100~ I ' I I I ! *1 -- 1 1 -- T 0
. I 90 .~~-+-+--tt-*-i-,-i--11~~~~~~~+---~~H-+4--+-~+-~..... !O I 'j .
J t-BOH+ I I I I I 20 t-
- I: I x
(!) (!) I w7o 30 w ~ ~ ii[i !i ~ !~ l Jrm r!~.j.\....+...~~~ ~6ollLI l .! . i 40 >- m a: UJ 1 a: z!'iO 50 I.LI Cl) IJ.. ' I I' .. '. l'N.I~! .,"I...."\.: ' a:
.,, I
- 1. I.: .
1:, <( .... 40 j 8 111ll l 60 a5 ~30 IHl~,!i~ ~, ~' ~llilll l 1 l 1 1,; 1 l 1 llt.fitl~ll
/I
'.'.riltfHlh~' J t t illl!~ 70 t-
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- a.
- 1 I !I I 11111 a::
w 20 H 60 a. LW . . . . . ..... 1olttti+/- I 90 a,WH+/- I : 100 1: 50 B IO 0 100 ()()I GRAVEL SAND COBBLES SILT or CLAY Coarse i Fine Coarse Medium Fine Hole No. Sple No. Depth Legend ILL PL Pl LS Classification SUBJECT COMANCHE PEAK S.E.S. SS\- I l "". -'-.* . ")
*~
~o 1..o 20 CL IM_~;-.\ v I (l \ ' c Oi 0
FINAL SAFETY ANALYSIS REPORT
'lo t~L 0 11'_:"* CL J ,..,.I P.>2 f \/ ,* Ol.* . Lc:!> \ l_ UNITS 1 and 2 SS\- 3'1 1q 20 CL IMi:>< i \) l l \ \ ' . Cc.~, , SS\
REPRESENTATIVE DAM GRADATION
.o SSl 3'1 iu I'1 C.L l 1'-*l t i " ,* * .' i :- , .
i OF IMPERVIOUS CORE FIGURE 2 5A - 3 JUNE 15, 1978
m r1 La. I ::I Lt1
. v **11 U1 LtJ tll ~
u*11 a.. 2: a: Ul m LD
. Lt1. **11 m N N n II .....
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- c z
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. LtJ Cl Cl z
- i:
v LtJ **~* a: a: LD 0 ::I as*11 z ..... a: Cl tll z
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et
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I:! J51'553H15 JUNE 15, 1978 COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 SSI DAM TYPICAL STRESS-STRAIN CURVE UNCONFINED COMPRESSION TEST FIGURE 2.5A 4
C
- 11£Ylll'Tllll .,..... ...
11 11
- Iii a I MRSDN-JDHNSTDN l RSSDC I ATES, I NC. !" ;;
11£Ylll'Tllll .,...... ... 11 11
- Iii a If MRSDN-JDHNSTaN l ASSOC I ATES, I NC.
ii. ii. ii. ii. ii. ii. 6E:DTEOINICRL <llNSULTRNTS *
- ii. ii. ii. ii. ii. ;,. ii. 6E:DTEOINICRL <:DNSULTRltTS tI 4::::::::::t=: I I I I l>ffllff51 TEXRS .. l>ALLRS1 TEXAS
- CPSE."S-55 I l>flH
- CPSES-55 I l>fltt
* \ HDHR STRESS l>IR6RRH I" HDHR STRESS l>lfl6RflH
' BDRIN6 HD. :ssl - 1 l>EPTH: 13.S-IS.ll ... 15CIRIN6 ND. :ssl-1 l>EPTH:21.f.li!l-2!>.!>
i u I> W* IB6. 3 PCF" i- u I> W* Iee. e PCF' i' c ~~~R~Rf~~~~E:; ~li12. s " i' ~£~J~R~+:s~~~r~ ~B6. I ' c - Eal f- ~ 611
- I ~ I
~ v ~ ~ ii. C
~ = 3. 5o
= 3670 psf ~
~
~
v i I
- C
~
=
4320 psf 50
~ 'fill Tan~ = 0.061 ~ 'Ill __ Tan~ = 0.0875 m ~
'z m 0
'z m
0
~ ~
c c Q.211 D.21 I m m m m w
~
w
~ ~ ~
m 1 m
- 211 14 Eill Ell Ill 1211 l'tlill Uill I 211 'fill 68 Ell Ulll 128 I'll Uill STRESS - PDUN~S/SSURRE INCH STRE:SS - PDUN~S/SQUARE INCH
!" ~ D£YlllTDll ~ Pl~ 111 II( MRSON-JDHNSTDN l ASSOC i RTES1 I NC. ,. K'fln: " - : ' ,., * ;a MRSDN-JDHNSTDN l ASSOC I RTES1 I NC.
,. * * *
- ii. ii. ii. ;,. GE:DTE'.CHNICRL <llNSULTRNTS ** * ;,, ;,, ii. ;,, srtlTE'.CHNl<llL CDNSULTRNTS
- l>RLLRS1 TEXAS ;,, l>ALLRSJ TEXAS CPSES-55 I l>RM CPSE:S-55 I l>RH l
- o. HDHR STRESS l>IR6RRH £: HCHR STRESS l>IRGRRH
~ ~ - SCR I N6 ND. :ss1-2 l>EPTH: 13.S'-IS.e .. l!5DRIN6 ND. :551-2 l>EPTH:22.s-21.t.e i u I> H= nn. 9 per H.<:. SEFllRE TEST* 22.S J i- ;, u I> H= 11 s. s P<T H.<:. BEFllRE TEST* IS . 2 S F: l>E6RE:E DF SAT. SEFllRE* 99 . 1 J =C l>ESREE CF SRT. SEF"CRE'.= 9B.9 S QI JJ QI
*1
~
--, c = 2590 psf G - 0 I .. ~ = 5. 5°
= C = 1720 psf z +/- Tan~ = 0.096
~ ~ = 60 ~
f; qg Tan ~ = O. 105 ~ 'Iii m m
~ ~ +/- June 15, 1978 ~ ~ ~HI ~
21 2111 'ta STRE:SS - 6D 8" PDUNDS/SGURRE'. IN<:H lU 128 Ill! llill
~
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a "[ 8 11
" =
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2111 I.fl STRE:SS -
&Iii
""'"""" UN~:~
8" HUI PDUNl>S/SlilURRE: IN<:H COMANCHE PEAK S.E.S. FINAL SAFETY ANALYSIS REPOR BORING NOS. SSH 8 SSl-2 TRIAXIAL TEST RESULTS FIGURE 2 .5A- 5
- A:d 2
J une 15, 1978 COMANCHE PEAK S.E.S. IFINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 LOG OF BORINGS IC3 FIGURE 2 .5 A-6
Design Criteria Depth M.C. ur:w ft. % "[Xf c = 433 psf 15.5-17.0 22.9 102.9
~ = 18 UDW = 108 pcf
- 20. 0-21. 5 22.7 101.8 32.0-24.5 19.5 106.4 24.5-26.0 20.0 105.4 27.5-29.0 21.8 105.3 33.0-34.5 21.4 105.2 39.0-40.5 17.9 110.3 40.5-42.0 17 .2 111.1 6B 42.0-43.0 16.8 109.1
- c:.
v 44.5-46.0 20.0 106.5 z 50.5-52.0 19.7 106.6 57.5-59.0 21.2 106.3 w 63.4-65.0 18.4 111.8
~
a: Avg. 20.0 106.8
- J LfB C!I U1 U1 0.
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-)>
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v:> Cf) )> ....., Qr Q. N Cf) A 00
-l ::0 Cf) l'T'I m*
(/)
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-I
TIME IN MINUTES IQ ISi ISi ISll5J l5J lSI l5J ISi ISi"' 151 ISi lSI I" lSI r'1 lSI
;r111 lSllSI lSI l5J I"
Jg l5J.,
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l!l .378 CONSDLIDRTIDN TEST l!l.36S: CPSES-551 DRH BORING : IC-3 DEPTH: 17.0-18 .~ i'l.36i! l!l.3S:S: l'!.9Ei TSf l!l . 3S:l!I l.Eill TSf 0.345 c
-------~
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(/) (!) 0 . 321! z 0 <t .58 w 11l.318 a:: ....._____ ___________. _ _ S' .'i'lTSfi .....J <t 11J.31li'l Ci l!l.29i'l 0.281!1 0.27il lil.5'6 TSr June 15, 1978 l!l.268 COMANCHE PEAK S.E.S. 0.25'.il FINAL SAFETY ANALYSIS REPORT El.2Y8 UNITS 1 and 2 SSI DAM 21 . 238 211.Bil TSF BORING IC3 CONSOLIDATION TEST RESULTS FIGURE 2 .5A-8
TIME IN MINUTES 151 m I!!! l!illR i5i ~ ~~la ISi 151 ISi 1511Sl 151 151 ISi !IJISI gj l!j l!J i!if "! 15!
- 15!15!
Fi gj ,.j !!ii& !!ii ~:~~ '"! ~~~: 111 re~'ei 1 re~n \/ERTICA ~ LG1\!l l~i "f0P.JS PER f.QU.l,RE VOl)T I Irr r I m--rmt-----.--.--z-.rrrrt--r--1-1TT"TTT 660{ . . .,. ~ O;. O:~- ut .
- 5. =i~ r~~;,_; \~. -* , _;~-,-- - ,.,.;o .... ;.°\~- r
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_* ~t_J_.**_rH-n h:_,~1}F,*~1* tt_H'-11Ltt_,i _ ~_.' **'-~*-T.Jf-1 1+_*1-h_:r+ i'l.3BB I CON50L!DRTIDN TEST l . , *. , . : ..... Fk::11ttl;'tlll:* t J_ _ -;-:_--::++ _- *1 :H1+ _+ FTI
-*it iT*_ ty rh~'t-1*rr -h----.-1~
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551 DAM 64 T +r 4-1-1-httitm tifuir*-t I q'1t1m-1 re.-t
~ -*r=-- .. . - *1 {-t- . ;-i r +~ *Wi +r1 ~*; r:*=i~ ~H- +:C
.-flfl~t*;L*1'fc4}t1!1 pl~:r.lt-,- !~l~tTl~lt~ lO li_h~*rtu;J,...~lr+ilpt .... _ ~Jl.+J,*Tt Hf{f lTthW i- u-:
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_ - -i J:t.t :i ., 14. ;-~ f: ~-- 11- *t-t*tlf11_ .ul ~1H .-- :_1 :- -+lL - + -~d_*
" - t,+r '._' *~ *'.-::' _+ -~U -+f$1!~'/111 ;~1ti~: A:;, ":r ~" ,,,
111.36!> 60 tg-+= r: . 1* Ltt'JI .'11 *u,.,, r 1 ,. rr ffl. ffj:i l rr -:-4.i
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i'l.361! 58.
~. ttL, -l~tttthTttlilittmf :EiJ- fr£!.
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- I: 111.3'iS: 0
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TIME IN MINUTES ISi [j! ~ [j!~ ISi ISi rs. ISllSI "" tg SI N M :r "1 ISi ISi ISi ISISI ISi .., ..,.., [j! "" El l<I l<ltQ
~
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- rt.ti "" re ~ ~ci ~ ~ ~ ~~ ~ VER!IC .ll.L lJ,fd) !N TC'* N 3 r:rp SQ U..;i"? f FOOl
~ . 371!1 --r-r...-.mt-- r rrt-- -.-- .-, -rTTTTt---.--r-.1
- TTTI CONSOLIDA TION TEST l!l.36!>
CP5E5-551 DAM il.361!1 BORING : IC-3 DEPTH:~Y-~-~5 0 il . 3S:S: ll .96 T5r il . 3S:tl - I .till TSr 0 . 31.fS: Q i! . 31.fl!I ):: (/) 2 .88 TSr <I LU i.l:: I ~ 11l . 33S: 0 0 z - i! . 331!1 (/) (.!) z 15 1:'1 . 325: <{ LU er i!.321!1 _J <{ S: .44TSF 0 0.315 0 310 0 .2 B 9 10 12.8 20 3( 0 .300 .. VERTI CAL L<"'AD IN TO N : PER SQUARE FOOT 11! .2 June 15 , 197 8 Jll.'ili rsr 0.28 COMANCHE PEAK S. E.S. 0 . 27 FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 1!1.26 SSI DAM il . 2S: BORING IC3 21l .BB TSr CONSOLIDATION TEST RESULTS 111 . 21.f FIGURE 2. 5A-I 0
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=
796! l 796 June 15, 1978 791I I 791 ; COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 SSl DAM DENSlTY TEST DlSTRlBLJTlDN DENSITY SSI TEST DAM DISTRIBUTION ELEVATlDN 791 TD 795 FIGURE 2 . 5A-I I Sheet 1 of 15
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+ ++ + a:
> COMANCHE PEAK S.E.S.
w 786+/- .. + * +/- 786
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tMANCHE PEAK S. E.S SAFETY ANALYSIS REPORT 776 * .. + * .... + .. .. .... ..... 776 UNITS 1 and 2 551 DRM DEN51TY TEST Dl5TRlf3LITlDN ENS ITY SS I TE ST DAM DISTRIBUTION ELEVRTlDN 775 TD 781 FIGURE 2.5A - 11 Sheet 4 of 15
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- J t- + +
w + + + ++ + + + + + l.I1 4...ISI + + ++ + + + + IMPERVIOUS CORE 4... CJ
+ + + + + + + + i +
+
~
*+ \.+ FILTER A
+ + + ++ F'ILTER S
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=11"1
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a: w ISi
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1-1.Il
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lt1 67.l ISl nu ta
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+ + -t- -t- + + + -t- + + + + + + + +
N l"1 :r lt1 lC ~ CD Cl ISl
- -- N l"1
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+ ++
++
*+ + +
+
+
+
+
+
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+
t+
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+
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+
+
+
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w _J w I June 15, 1978 COMANCHE PEAK S.E FINAL SAFETY ANALYSIS REPORT s 77l + + + + + + + + + + + + + + + + + 77 1 UNITS 1 and 2 SSI DAM 551 DRM DENSITY TEST DISTRIBLJTlDN DENSITY TEST DISTRIBUTION ELEVRTlDN 77l TD . 775 FIGURE 2 . 5A-l 1 Sheet 5 af 15
ISi. t Ul Bl.l Fn:T ISi I.rt lSl
- r
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l"'I l::t: t-IIl ~ lSl CJ N
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+ ::c
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+ 41 a::
1-ISl
== a..
~
1- + + w Ln IHPERVIDUS LL..ISl LL.. + CORE a + +
~
++ F'ILTER A iE w
re ++ fll TER B l::t: 111 tl..S
- i l"'I
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- r .....
~
- z::
Cl ISl 0. trl 72.l lSl nn Ul {- l I l I I I I I I I J I ISl ISl ISl ISl
+
ISl
+
+
ISl ISl
+
ISl ISl
+
ISl ISl
+
ISl ISl
+
ISi ISl
+
ISl ISl
+
ISl ISl
+
ISl ISl
+
i+ ISl
+
i+ i+ i N l"'I :r tl'1 Ul r- CD en - ISl l1J l"'1
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I.ti ili 771 756
+ ++ +
+
~
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
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+
+
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rl 766
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~
I-a: w
--1 w
June 15, 1978 COMANCHE PEAK S.E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 SS! DRM DENSITY TEST DISTRIBUTION DENSITY SS I TEST DAM DISTRIBUTION ELEVRT!DN 755 TD 77 FIGURE 2. 5A- 11 Sheet 6 of 15
~
~
ISi
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w + + + + + lI1 IHPERV IOUS l.4...ISI (ORE u. CJ
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Lil z
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Cl Q ISZ lt1 lili.l IS1 F'EIT UJ
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~ ~ ~ ~ ~
SI SI
~ ~
ISi ISi ISi SI ISi ISi ISi ISi ISi m ISi ISi
+ + + + + + + + + + + + + + + ih N (Tl :r lJ'I UJ r- Ill [J1 m
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* * +
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w I June 15, 1978 COMANCHE PEAK S. E.S.
* + + * * + + + * * -'
w FINAL SAFETY ANALYSIS REPORT 751 + * * + + + 761 UNITS 1 and 2 55[ DRM DENSITY TEST [)l5TRl6LJTIDN DENSITY
$SI TEST DAM DISTRIBUTION ELEVATION 751 TD 755 FIGURE 2 . 5A- I I Sheet7ofl5
ISi 1' Ul 117.1 mr ISi Lt1 ISi
- r
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a:; r-
++~
Ul
+ + + + + + + FILTER B
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' ++ + +++*
FILTER A :s:
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w 0:: ISi r-Ul
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U1 IMPERV !DUS
!+.ISi !+..
CORE CJ
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H + + + + F"ILTER A
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ISl Ei a:;
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3: CJ 0 ISi Lt1
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+ + + + + + + + + + + + + + + +
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++
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* ++ + + ++ >
+/- w COMANCHE PEAK S. E.S.
7S:!i ++ * +
.. +
+/- 75:5
_J w FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 DAM 55[ DRM DENSITY TEST DISTR 13UTIDN DENSITY SSI TEST DISTRIBUTION ELEVRTIDN 7~5 TD 751 FIGURE 2. 5A-I I Sheet 8 of 15
t t m ID.I 117.I rn:r F'EET
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+
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7~1 a: w _J w I COMANCHE PEAK S. E. S. FINAL SAFETY ANALYSIS REPORT 75: l + + + +
+ ' UNITS 1 and 2 55[ DRM DENSITY TEST DISTRIBUTlDN DENSITY SSI TEST DAM DISTR I BUTION ELEVRTlDN 75: I TD 75:6 FIGURE 2 . SA-11 Shee t 9 of 15
ISi t t t t t t Ill 71.1 116.1 E.I BB.I 116.1 !Ii.I m:r nn nn m:r n.n nn
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+
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m ISl ISl ISi m ISl I II m ISl I+ m m I II I I+ I+ .
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Pl
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w w I June 15, 1978 COMANCHE PEAK S. E.S FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 SS! DRM DENSITY TEST Dl5TRlBLJTIDN ~ NSITY SSI D AM TEST DISTRIBUTI ON ELEVATION 7Y5 TD 75: I -- - - -- - - - - -- -- - *- FIGURE 2 . 5A-I I Sheet JO of 15
SI t t UJ 6!>.I 112.1 nrr nrr
~
Js:I
;r
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w ri a:
+ + '\ + ++ flLTER S LI\
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lI1 IHPERVIOUS t......!SI CORE t...... CJ
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~
I m I+ 151 I 151 I+ I+ I+ ISi ISi 151 I+ I+ ~ 151 ISi ISi ISi 151 l5l 151 l5l IQ l5l
+ +
N M :r
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Ltt
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UJ
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+
m
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N
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+
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t 7'16 z CJ June 15, 1978
\ + a:
+* +
w COMANCHE PEAK S. E.S. 7'll +/-
- t +
* +/- 7'll
-1 w FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 SSI DAM 551 DRM DEN5lTY TEST Dl5TR1BUTIDN DENSITY TE ST DISTRIBUTION ELEVATION 7Yl TD 7115 FIGURE 2 . 5A-11 Sheet 11 of 15
l5l t t LO
~
!Ill.I nn el l5l
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++ flLTER B IZ t-
* +*+
IJl
++ ... + + ++ rtLTER A
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~
0: t-
~ Ul a.
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<:DRE Cl
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+
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~~
~
a: ISl w D:
- r tii
- z
- z:
Cl Q
~
US.I Bl.I nn ftET ffi I I I "' I I I "' I I I I I I Si I 151 151 ISl ISl II ISl 1151. ISl ISl II 1151. ti l5l 1151. ti ISl 1151. I+ 151 151 I+ I+
+ + + + + + + + + + + + ..., ili N l"1 :r ..., UI r-- Ill D1 -l5l -- -
N l"1
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June 15, 1978
* +
+t
+ > COMANCHE PEAK S. E.S.
* + * ++ + ++ +
+ w 735+/- +
+
+t
++
+/-735 _J w FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 551 DRM DEN5lTY TEST Dl5TRl6UTlON DENSITY SSI TEST
. DAM DISTRIBUTION ELEVATION 735 TO 7Yl FIGURE 2 . 5A - Sheet 12 of 15
t m
'1tt'
~
151
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1.11 + FILTER A ~0 re
+
s:
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=
l5l ti l5l
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=
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.. +
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l 735 Jun e 15, 1978
++
.. + +
COMANCHE PEAK S. E.S. 731+/- * +/- 731 FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 551 DAM DENSITY TEST DISTRIBUTION DENS ITY SSI TEST DAM DISTRIB UTI ON ELEVATION 731 TD 736 FIGURE 2 . 5A - I I Sheet 13 of15
151 LC
~
l!Q
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!5 M + + + : rlLTER 5 a: ...... + .. + + + ' "+ fll TER A Lil + ~ ~ 0 re
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a..151
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+
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ISi
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+ ... w COMANCHE PEAK S. E.S.
72Ei+/-
.... +
+
+ ...
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...J w FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 SSI DAM DENSITY TEST DISTRIBUTION DENSITY SSI TEST DAM DISTRIBUTION ELEVATION 725 TD 731 Sheet 14ofl5 FIGURE 2 . 5 A - 11
m
~
ISi
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a: 1-L/1 FILTER R ~ISi Cl N 0
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=
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+
N I+ ri
=
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+
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=
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=+
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+
a:J m m
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=
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+
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+
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... + .; +
l-a:
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*+
> COMANCHE PEAK S. E.S.
723i
+*
+/- 723 w
_J w FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 551 DAM DENSlTY TEST DlSTRlBUTlON DENS IT Y SSI TEST DAM DISTRIBUTION ELEVRTlON 723 TO 725 FIGURE 2.5A-11 Sheet 15 off 5
- 681 N
- i:
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FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 SSI DAM HISTOGRAM OF PERCENT COMPACTION IMPERVIOUS CORE FIGURE 2.5A-12
c h
- E II
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sa ~ c::i r"'1 E II It'll -
§~~
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U1 J4'I ~ !'a it re ~ ~ a:i ;:r- ISi ~~ June 15, 1978 COMANCHE PEAK S.E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 SSI DAM HISTOGRAM OF MOISTURE VARIATION IMPERVIOUS' CORE FIGURE 2 . 5A-13
I 0,1 I I Bl 1 I I 911 I ri I h11 Cl II I
- z I 'I I l.11 ID VI -
Cl t- I II a:
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~
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ID-It -It-Ln N CD N
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ISi N LC N a:l ::r ISi 8?5e COMANCHE PEAK S.E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 SSI DAM H IST OGRAM OF RE L ATI VE DENSITY FILTER ABB June 15, 1978 2 . SA-14 FIGURE
I Hhl BEJ 9E1 I I hEl I I i!El I I BEi r I Btl I r .9ZJ I I hll I lll I Hll I r Bi l 911 hi! b a.. I lit ... 011 LI1 I a0 CC! C'1 BBi _.. Ll1 i!5
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r- LQ 1.11 N June 15, 1978 COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 SS I DAM HI STOG RAM OF ROCK FIL L DENSITY FIGURE 2 . 5A-15
0 0 0 ....J ct a:: w z z ~
<t <t a:: a::
0 UI Q. a. I- I-CJ) CJ) 0 0 80
'<t CD
~< ww "' 0. co 0 Q. 0
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N <.O (/) !:; ct CL a "'
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(.) w w 0 8. w ..... ..... >-
-' _J <8 4 (.)
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~ O' 0
lO - 0 a:: lJJ CD 0 ::::> z
~ <.O LI') v N 0 0 0 d 0 J!_o Z/'0:> Oil\#~ 553~.15 COMANCHE PEAK S. E.S.
FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 SSI DAM CYCLIC STRENGTH OF FILTER "A" JUNE 15 , 19 7 8 FIGURE 2. 5A- 16
4.0
/
/ /
/ /
/ /
w / ~ / <{ u 0 3.0 t-
!'J 0 t-w l.J... c,\cy.
a::" , ':>Gi/ /
- J ::.::
0 w£
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a:: - / /
<l:
r.n Ul 0: I- 2.0 / uJ U1 a:: // I- N (/) 0 / ./ a:: x // <1 ll'l // w I /"/ (/)
/ / ~
1.0 / _J u // u // 1/
/,
t 00 2.0 4.0 6.0 8.0 10.0 2 NORMAL EFFECTIVE STRESS , K/ FT LEGEND
-- - - Curves based on data published from Lee S Seed (1967)for Relative Density of 80%
--Curves based on results of cyclic testing for Relative Density of 80%. See Figure 2. 5A- 16 AMENDMENT 4 JANUARY 31, 1979 COMANCHE PEAK S. ES FINAL SAFETY ANALYSIS REPORl UNITS i and 2 SSI DAM CYCLIC SHEAR STRESS CRITERI/'.
FILTER "A" MATERIAL FIGURE 2 5 A* I 7
SSI DAM Plot of l;d!Tt Stress Rot io ot T=5.35 seconds (Time of maximum occelerotionl where' L d= shear stress induced by ground motion Lt= shear stress requ i red to 2 5 X 1cr strain In 10 cycles
- Elev. 775 JUNE 15, 1978 COMANCHE PEAK S.E.S.
FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 SSI DAM DYNAMIC STABILITY ANALYSIS c-d rc1 RAT10 FIGURE 2. 5A-18
mLlSAU. 12 IN. SEIVE <WITS nu. CELL IREL. c~~s l ~~ :
'llN . SEIVE 1 ROWILL~",DRHTL!il-37ill!
COUNTS FREQ . 6 IJ.B I IN.5EIV£ le 12 .7 ROO:FILLSSIDAllTUSl-3711! l!IOO"IUSSI Dll1TUSl-J7111l l!ERN = 'IB .G 9 II .'I 12+is:.2 S:tll . 9 e IS.I PEAN= 11.S: 1e+12 .1 B.7 B.9 7.6 e+1e . 1 l!ERN=ll'i.B 6.S: 6.3 7.6
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2.S: I.] 15
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ffilLIMITS Sl'R!i51N6
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,,; ai .,;;! ~
II JANUARY 31, 1979 IPHSSIN6 ffiLLIMITS Sieve Spec . Average Standard Size oevi.at.ioo
--mw- ~ --unr- - - - COMANCHE PEAK S.E.S.
12" 75 -95 84.l 8 .68 4" 25-70 l" 0-26 49 . 4 ll. 5 10.86 4.76 FINAL SAFETY ANALYSIS REPORT l/4 " 0-8 4. 7 Z.55 UNITS 1 and 2 SSI DAM HISTOGRAM OF GRADATION LIMITS ROCKFIU. FIGURE 2.5A-19
fill CIUIT5 llREL. nn. t 4 SEIVE CELL llREL COUNTS rll!Jl : ca~~~s l 1r:~ . t IHSE IVE 16 16.2 f"ILITR A 551 DRl1 TUSl-J7B8 rtLTERR SSIDRHTUSl-J7Bll t 40 SE:IVE 18118.2 16+ 16.2 rtLTERRSSIDAMTl.151 111 t I'!. I ~RH=B'l.I 16 16.2 14 + I'!. I 12+12.1 HERN=69.I IYf 14. 1 12+12.1 11+11 . 1 12+ 12.1 ME!IN*'i2 .7 Jef 19.J iBf IB . I e+ e. 1 Bf B. I B. I 6 + 6.1 6 + 6.1 6 + 6.1
~ + 'I.I 11+ 4.11 '18 2 + 2.1 2t 2.B 2.8 I I II I II = I = I I ci= = = = = = = II!
=
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~\1~: t IBB 5£1VE ll*~;l;rn~I ;\ ;\;\ :\ ;j ~ ;\:\;\ 5\ ~I ~I ~!] ~~]!] ~~~ ~I~~ ~ ~I ~I IBf 18.2 flLTERRSS I D111TI!il 211+211 .2 IOO ; : . . -:.:.:r,,.~ ~* >* :* .,,.;:*~*"( '( ~
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~~~ Spec. Averaqe ~ AMENDMENT 4 ffill!M!TS
'17?~~---
** 78-100 89 l.61 JANUARY 31, 1979 tlO 50-85 67.5 l.59 t40 33~0 46.5 5.10 uoo 8-<7 17 .5 5.98 tioo 0-10 s o.n COMANCHE PEAK S.E S FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 SSI DAM HISTOGRAM Of GRADATION LIMITS FILTER A FIGURE 2. 5A- 20
C:~s I\:: 3/Y IN. Sl:IVE CELL l l REL COUNTS FREQ . t Y SE IVE B 13.3 tllTERS SSIPHHTUSl - 371111 FILTERS 551 PAii TUS I - 37llll tlBSEIVE 111+16 .7 FILTERllSSll>AH TUSl - 371111 1+ 11.7 6t Ill .II et 13.3 HEAN=3B .ll 1£AN=71 . I 1£AN
- 211.7
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)" 88-100 100 AMENDMENT 4 3/ 4" 60 - 78 t4 32-45 69 38 . 5 3.32 4.)8 JANUARY 31, 1979 no 15-26 20.5 2. 00 t4 0 0-10 5 l.93 COMANCHE PEAK S. ES FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 SS I DAM HISTOGRAM OF GRADATION LIMITS FILTER B FIGURE 2 .5A-21
COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 SQUAW CREEK DAM LOG OF BORING SCD-1 FIGURE 2. 58- I
JUNE U. 1971 COMANCHE PEAK S.E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 SQUAW CREEK DAM LOG OF BORING SCD-2 FIGURE 2 . 58-2
COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 SQUAW CREEK DAM LOG OF BORING SCD-3 FIGURE 2 .58-3
JUilE 15, 1978 COMANCHE PEAK S.E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 SQUAW CREEK DAM LOG OF BORING SCD-4 FIGURE 2. 58- 4
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.:J51'553~15 JUNE 15 , 197 8 COMANCHE PEAK S.E.S.
FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 SQUAW CREEK DAM STRESS-STRAIN PLOT FIGURE 2. 58-5
KVJWTta 5TIIE!i5J PS I HASDN-uOHNSTDN l ASSOCI ATES1 I NC. MASON-uOHNSTON l ASSOC I ATES, I NC HASON- uOHNSTON l ASSOC I ATES, I NC. f~~ f1~
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EN61NEERS-OE[JUJ61STS EN61NEERS-6EOL06 1STS EN61NEERS- 6EOL06 1ST5 DRLLRS1TEXRS DRLLRS1Tl'.XAS DRLLAS1 T()(RS SlilURM CREH DRH SliURW CREEK l>AH SlilURW CREEK DRH H D HR 5 T RE 5 5 D I R 6 RR H H 0 HR 5 TR E 5 5 D I A 6 RR H H 0 H R 5 T RE 5 5 D I R 6 RR H BORIN6 NO . : SCD-1 BDRIN6 ND .: SCD-4 BORIN6 ND . : SCD-3 DEPTH' 18 . ll- 19 . S:FT UDM 0 I ll . I Per i: DEPTH' 7S-9 . ll FT U DM* 11!3.8 Per DEPTH : 21 . e-n.sn U D W0 IB8 . 5 PCF MOISTURE CONTENT : 16. I HO I STURE CONTENT: 21 . B MOISTURE CONTENT : 19 . 2 Ta n)l C = 1 58 0 psf Jl = 50 0 . 0875 =: l C = 51 8 0 psf
)l = 20
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T an )J = NDRHRL STRESS - PDUNl>S/SGURRE I NCH f\! K'VIRTD 5TRES5.o P'l l MASON-uDHNSTDN l ASSOC I ATES1 I NC. DEVlllT1R!OTIE55.P5 1 ,r~~ ~ HASON- uOHNSTON l ASSOC I ATES, I NC . MASDN-uDHNSTON l ASSOC I ATES1 I NC. fl~ EN61NEIRS- 6Dllll61ST5 EN61NE£R5-6((]LD61STS DRLLR51TEXRS EN61NEER5*6EOL0615TS DALLRS1T()(RS DALLAS1TEXAS SSURM CREEK DRH SlilURW CREEK l>RH SlilURMCREEK DRH H 0 HR 5 T R E 5 5 D I R 6 RR H HD HR S T RES 5 l> I R 6 R AH H 0 HR 5 T R E 5 5 D I A 6 R R H BDRIN6 ND .: SCD-2 BOR I N6 ND. : SCD-3 DEPTH : 9 . 1!-lil.S: FT BDRIN6 NO.: SCD -2 DEPTH' 31 . S-33.B FT DEPTH' 1"2.ll-1 3. SFT U D W
- IBB.9 Per U D W0 I B7 . ll Per HOISTURECONTENT : 27 . 2 U D W
- 194 . 3 Per MOISTURE CONTENT: 21!.2 HOISTURE CONTEN T: 24 . il C = 13 00 psf ~ : 2325 ps f Jl = - C = 3880 psf
)l = 50 Tan ,0 =
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