ML21286A257
Text
AMENDMENT 25 FIGURE 1 11
Seasonal Operating Curve, Charokaa 11 w
~
<( --SPILLWAY CREST: EL 1043.0 tuw u.
~
~ 1030
~w 1020 JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
Seasonal Olleratln11 Curve, Guntllnvllle I
5]
!'" ~--------- -- - - - - - -_- - _
=NORMAL OPERATING ZONE
=1P.f_Qf _<l/\ISLE~.'i..9Jid4___ _
~
~
IL.
TOP OF NORMAL 594 -~0~P~ER~A~T~IN~G~Z~O~N~E~~--'
-~
1-~M~E~O~IA~N~E~LEV"""A~Tl~O~N.-~"-------------------------------~------
BOTTOM OF NORMAL OPERATING ZONE 592 I ---SPILLWAY CREST: EL. 555.0 I JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
Browns Ferry Nuclear Plant Hydr-oiogic Modei 11 Unit Areas KY TN SC GA N A W
A 25 &> Tennessee River Basins
--*M;1::,.,== M Reservoirs AMENDMENT 25 I I
'-~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~r_i_c_u_RE~*~~--'
- 11. . . - - ---UnltHydrog-raphs,A-1'8881-5 50,000
.11 I 45,000 40,000 35,000 f/l L1.
~ 30,000 Lil
&! 25,000
- c 0 20,000 f/l a
15,000 10,000 5,0CO 0
0 12 24 36 48 60 72 TIME-HOURS
--AREA 1 - FRENCH BROAD RIVER AT ASHEVILLE: 944.4 SQ. Ml.; 6-HOUR DURATION
- - - AREA2- FRENCH BROAD RIVER. NEl/\IPORT TO ASHEVILLE; 913.1 SQ. Ml. 6-HOUR DURATION
-* *- **AREA3- PIGEON RIVER AT NEWPORT; 667 1 SQ. Ml.: 6-HOUR DURATION
- * -
- AREA4- NOLICHUCKY RIVER AT EMBREEVILLE: 804.B SQ. Ml.; 4-HOUR DURATION
- * * - AREAS- NOLICHUCKY LOCAL: 378.7 SQ. Ml.; 6-HOUR DURATION
,_ ~~~~~~~~~~~~~~~~~~A-ME-NDM-EN_r_zs__.I FIGURE 5 SHEET 1 CF 14
Unit Hydrographs, Areas 6-9 50,000 45,000 40,000 35,000 IL u 30,000 w
(.')
0:: 25,000
<t J:
~ 20,000 I I c 15,000 I I 10~000 I I 5,000 I I I I 0 12 24 36 48 60 TIME-HOURS I I --.A.RE?. 6, ::IOUGLAS ['A.~ LOG.A~. 835 Q SQ. M!, f;,HOlJR DURA.T!ON I I
- - - AREA. 7 - LITTLE PIGEON RIVER AT SEVIERVILLE: 352 1 SC. Ml .. 4-HOUR DURATION
- * - *AREA 8- FRENCH BROAD LOCAL: 206 5 SQ. Ml.; 6-HOUR DUP.ATiON I I
- AREA 9* SOUTH HOLSTON DAM; 703.2 SQ. Ml.; 6-HOUR DURATION I
AMENDMENT 25 I FI CURE 5
Unit Hydrograph1, Arna 10.13 45.000 ~---------------------------~
40,000
'.*.**.*.*.11
- /Q
/1
,'I
', \
\ . . .1l~. I I
I II ~~-----------. __ _
, 0 ,uuu / / \ '**.
10.000
- oo I/ J , - ~---------------~-
l%{:::;:7'.... .. ""==,,, ._
---~------~:::*.:-~-c:.*=c*::.::-"=I I
0 12 43 50 TIME* HOURS
--AREA 1C** WATAUGA DAM; 46S 250, Ml.: 4-HOUR DURATION
- - - AREA 11 - BOONE lQC,il.L. 667,7 SQ. M1
- S*HOJR JURATION
..t..RE.A 12- roRT PA"'""R!CK HENRY ').A.!V; 62 8 SC ~.~I: 6-fOUR DURATION
- * - *.>;REA 13* NOWH FORK HOLSTO~.J RIVER NEAR GATE CITT: if--8.S SQ Ml., 6-HOUR DURATIO~J AMENDVIENT 25
Unit Hydrographs, Areas 14-18 12 24 36 48 60 TIME-HOURS
--AKl:A~ 14 & 1~ - CH<o:KOKbt. LOCAL; t>ei4 6 ::>U Ml. 6-HQUR tJUKAl ION
- - - AREA 18-HOLSTON R!VER LOCAL CHEROKEE DAM TO KNOXVILLE GAUGE' 319.6SQ Ml &-HOUR DURATION
.** *AREA.17-LITTLE Rr./ER. :mu~ SQ Ml' 4-HOUR DURATION
- - - *AREA. 16- FORT LOUDOUN LOCAL: 323 4 SO. WI., 6-HOUR D*JRATION AMENJMENT 25
Unit Hydrographs, Areas 19-22 30.000 25,000 fl)
LI. 20,000
(.)
w
(!)
a:: 15,000
<(
- i::
u
~ 10,000 c
5.000 TIME-HOURS
--AREA E *LITTLE ENNE.SSE:C R!\IER AT NEEDMGR:C, 43'3.f> SQ. Ml, 13*'-!GljR DURAT'G*!'
7
- - - AREA2v
- HAf*P-AH.A'-ADAfv1, 90.9 SQ. Ml.: 2-HOUR DURATION
- ** **AREA21 *TUCK.A.SEGEE RIVER AT BRYSON CITY: 653.8 SQ. Ml. 6-HOUR DURATION
- * - *AREA 22 - FOMTANA LOCAL: 389 <l SQ Ml.: 4-HOUR DURATION AMENDMENT 25 F !GURE 5
Unit Hydrographs, Areas 23-27 50,000 45,000 ..... (\*******
i '.
40,000 I I
I 35,000 I
(/)
I.I.
\,
t) 30,000 w
~ 25,000
<t
- i: '
/A 20,000 0
12 24 36 48 60 84 96 T!ME-HOURS
--ARE.A 23 *LITTLE TENNESSEE RIVER LOCAL. FONTANA. TO CHILHOWEE DAM; 404.7 SQ Ml: 6-HOUR DURATION
- - - ARFA ?4. 1. ITTI F TENNESSEE RIVER 1.0CAL. CHH.HOWFE TO TEI.UCO DAM, 650? SQ Ml . 6-HOUR DURATION
- * * * .. AREA 25 - WATTS BAR LOCAL ABOVE CLINCH RIV<:'R, 295.3 SQ. Ml , 6-HOUR DURATION
- * - *AREA 26 *CLINCH RIVER AT NORRIS DAM; 2.912.B SO. ML. 6-r.OUR DURATION
- * * - AREA27 *MELTON HILL LOCAL: 431.SSO. ML: 6-HOUR DURATION AMENDMENT 25 FI CURE 5
Unit Hydrographs, Areas 33, 34, 36 10,000 0 12 24 36 48 60 TIME -HOURS
--AREA 33 ~ cu~~CH R!VER :_ocAL ABOVE Ml;__E 16; 37.2 SC: Ml; 2-HOUR DLRAT!ON
- - - AREA 34
- POPL.'IR CREEK /ff MOUTH; 135.2 SO. Ml.; 2-HOUR DURATION
- - * --*A?.EA :JO. CLlt;CH RiVER i.OCAL, MOUTH TO MiLE %, 29.3SQ Ml, 2-HOUR DURATION AMENDMENT 25 FIGURE 5
Unit Hydrographs, Areas 35, 37 45,000 I 11 40,000 35,000
(\
I\
30,000 Cf) u..
t)
,;, 25.IJOO a:
<l;
- i:: 20,000 u
Cf)
Q 15.000 10,000 5,000 0 12 24 3S 48 60 TIME-HOURS
--ARE/, 35
- FMORV R'VER AT MOciTH. 868 6 SQ Ml, 4-HOUR DUR.~TION
Unit Hydrographs, Areas 38, 39, 41, 42 50,000 I
45,000 40,000 35,!lOIJ tn u.
{,) 30,000 UJ I 0 I 0:: 25,000 I
<{ I
- i: I
~ 20,000 I I
i5 I 1&,000 I I
I 10,000 I I
~:~-~*~-~~--~~:;~:.~..o:;n,; "'; : ,~C ~ : O'"-~w*n~*- .~-* **-* *
- m *n-*-'*n-** I S,000 0
0 12 24 TIME* HOURS
--*,REA~$* CHATUGE' DAM_ 189' $0 Ml. 1-HOUR DURAT!ON
- - - AREfo. :>9 - NOTIELY DAM. 214.3 SQ Ml.: 1-HOUR DCRA'C!ot'
- \REA A 1 - APf\lf\CHl1\ LOCAL. 49.S SQ. ML. 1-HOUR DURATION
- - - - AREA42- BLUE RIDGE DNk 231.6 SQ ML: 2-HOUR DURATION
....~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~A-M_E_N_oM_E_N_r~2-s__.I FIGURE 5 SHEET 9 aF 14
Unit Hydrographs, Areas 40, 43, <<A, 448 30,000 I 25,000 ti) 20,00(l LI.
u w
(!)
a:: 15,00()
<l:
- i:
u ti)
Ci 10,000 6,000
.*--.-:-o-=;.
72 84 96 TIME-HOURS
- - A H : : ..; 40- HIW.A.:::~:.:.:::. PIV[R l :~er.:.., ~NS.1 SQ. Ml ' 0--1 ~()Uf:: D=~=RP.. n(.)t*J
- - -ARZA43-C:CGlC.t-~O 1 LC<>.\L: VI 0->1C:!5~8tJRl.x..T:Ot~
-ARCA44A H~WA.S:-~[-E-: H1VER fHc)M CrlAHU-:sTOf*J l'(;APALAGHIA NJD OL )f:J. tJO 1 6tb 6 SQ_ Ml. &--HOW~ DURA°;!()t~
. N.:Et-Ji48. ;~t\~~As:.:.:::::: Rll.'ER FROM ~.10U"fH :o 0'L",RLE:s: O~J 385 ;,i .SU ~-1! ; t- :-!Cl:R Ol.;f{,*:. fl:Jf"~
Unit Hyclrographs, Anlas 46, 46, 47.A. 478 40,000 35,000.
30,000
~ 25,000 0
w Cl a:: 20,000
- c 0
C/"J iS,000 Ci 10,000 5,000 0
0 1:Z 24 36 48 60 liME-HOl!RS
--,~.REA 45 - CH1CK-1\MAUG,A. '.-OCl\L: 7'92.1 SC. ML: ri-HOUR DUP"~'T!ON
- - - AREA 4S *SOUTH CHICKAMAUGA CREEK NEAR CHATT.~NOOGA; 428.1 SQ Ml : HOUR DURATION
- * * * * *ARE4. 47A~ N!CK.t..JACf( LOCl*L 545.? SQ. ML 6-HOUR DURAT!ON
- * -
- AREt\ 478 - NORTH CHICKAMAUGA. CREEK: 98 3 SQ Ml ; 4-HOUR DURATION AMENDMENT 25 FI GU RE 5 SHEET 11 OF H-
Unit Hydrographs, Areas48-511 30,000 25,000 0 12 24 36 48 60 72 84 96 T!ME -HOURS
--A.REA 48. SEQUATCHIE RIVER AT \\HTWECL; 400.0 SQ. Ml., 4-HQUR DURATION
- - - AREA 49- GUNfERSVILLE NORIH LOGAL: 1.0441 SQ M*: 6-HOUR OURAT*ON
- A.REA 50 *GUNTERSVILLE SOUTH LC>CAL; 1, 154 9 SO. M'.; 6-HOUR DURATION AMENDMENT 25 FI GU RE 5 SHEET 12 OF 14
Unit Hydrographs, Areas 51-52, 54-56, 58, 63-65 4S,OOO 40,000 *--
3S,OOO
"'ti 30,000 *--
~ 25,000
- i:
u l5 20,000 lS,000 *--
10,000 5,000
__________ J II _J 12 24 36 48 60 72 84 96 TIME-HOURS
- _. .. AREA Sl - PAINT ROCK CREEK NEAR WOODVILLE; 321 SQ. Ml.; 6-HR DURATION
- *AREA S2 - PAINT ROCK LOCAL; 138 SQ. Ml.; 6-HR DURATION
- *AREA S4- FLINT RIVER LOCAL; 22S SQ. Ml.; 6-HR DURATION
---* --- AREA SS - COTACO CREEK AT FLORETTE; 136 SQ. Ml.; 6-HR DURATION
- *AREA S6- COTACO CREEK LOCAL; 101 SQ. Ml.; 6-HR DURATION
- - AREA 58- LiiviESTOi\iE CREEK LOCAL; 157 SQ. ivii.; 6-HR DURATiOi\i
- - - AREA 63 - SUGAR CREEK AT MOUTH; 177 SQ. Ml.; 4-HR DURATION
- *AREA 64- ELK RIVER LOCAL, MILE 16.5 TO PROSPECT GAGE; 14S SQ Ml.; 6-HR DURATION
~AREA 65 - 'vVHEELER LOCAL; 13980 SQ. Ml.; 6-HR DU RATIO~~
AMENDMENT 25 FIGURE '.)
SHEET 13 OF 14
Unit Hydrographs, Areas 53, 57, 59-62 20,000 18,000 16,000 14,000 1f 12,000
~ 10,000
~
!2lc 8,000 6,000 4,000 2,000 12 24 36 48 60 72 84 96 TIME- HOURS
- *AREA 53- FLINT RIVER NEAR CHASE; 343 SQ. Ml.; 6-HR DURATION
- "AREA 57 UMESTOi'JE CREEK i'JEAR ATHEi'JS; 121 SQ.!\~!.; 4 HR DURATION
--AREA 59-TIMS FORD DAM; 533 SQ. Ml.; 6-HR DURATION
- *AREA 60 - ELK RIVER LOCAL, TIMS FORD TO FAYETTEVILLE; 293 SQ. Ml.; 6-HR DURATION
- - AREA 61- ELI< RIVER LOCAL, FAYETIEVILLE TO PROSPECT; 490 SQ Ml.; 6-HR DURATION
- - - AREA 62- RICHLAND CREEK AT MOUTH; 488 SQ. Ml.; 6-HR DURATION AMENDMENT 25 FIGURE 5 SHEET 14 OF 14
585
--observed TN River atGuntersvilleTW TRM3490 11 580 +---------t---t-------+---:J;;-.e::::F"'"'-;;:::---+----------+--+-----+------t-~----1-. :~~~~:~~
TRM3490
--observedTNRrver I atWhrtesburg I TRM3340 575 I I I I I
-1 I- - * ~~~~~~t~~~r I I atWhrtesburg 570 -----1 I
I I
+I TRM3340
....... : ....... --observedTNRrver atDecaturTRM 3050
- =c j I I
- j. -*Computadat120 seconds-TNRwer iii 565 I
I I
I atDecaturTRM 3050
- -i- -- c
--1 --observedTNRrver at Browns Ferry I I TRM29355 560 Compufadat12C seconds-TN River fRBM~~s:serry
--observedTNRrver atWheelerDam 555 TRM2749
~::::;=::===!-
- Computedat120
'*'c.onds-T"!~t\le*
Wheeler Dam TRM 2749 550 +----+---r----;---+---o---~--+---..-- .....------r----.-~~
3114/73 3/15/73 3/16/73 3/17/73 3/18/73 3/19/73 3/20/73 3121/73 3/22173 3/23/73 3/24/73 3/25/73 3126/73 3/27/73 Date Hydrologic Model Verification - 1973 Flood
450.000
- _L -+----f- -
I i I I ,
400,000 J ___ l_~J __
j .~- : ~* .,*f i I j f. . f'*'
. j +-'IV-1\:1 - - Observed TN 350,000 I River at WlleelerQs TRM274.9 300,000
-
- Computed at 250,000 120 seconds-TN Rivera!
rn Wl1eelerQs LL tl TRM274 9
.5 200,000
~
ii:
150,000 - - Observed TN River at Guntersville TINQsTRM 349.0 100,000 50,000 0 +-~--~~ .....~~.....~~~~~~~.....~~~~.....~~+-~~
3114173 3115173 3116173 3117173 3118173 3119173 3120173 3121173 3122173 3123173 3124173 3125173 3126173 3127173 Date Hydro/ogic Model Verification - 1973 Flood
~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~A-M_E_N-DM_E_N_T~2-5~1
- FIGURE 7 . I
585 - Observed TN River at Guntersville TWTRM 349.D 580 -* Computed at 120 seconds-TN
+-' (
River at Guntersville TWTRM
-r--- -
349.0 Observed TN 575 River at Whitesburg TRM334.0
-* Computed at 120 seconds-TN River at I Whitesburg TRM334.0
-Observed TN River at DecaturTRM 565 ------~----- 305.0
-* Computed 120 at i
12/4/04 12/6/04 12/8/04 12/10104 12/12/04 12/14/0412/16/04 12/18/04 12/20!04 12/22/04 12/24/04 12126/04 12128/04 12/30/04 111/LJ=:i Date Hydrologic Model Verification - 2004 Flood
4
- i-,.....-11--
-:-...,..,.-11--,-,--
00,000,.-,-1.1....,.-: .,..,...-f !
- __ :--r-r-11~-r--:_.,...-,-1..,..-,.1--.,..--i-J,-,--f+/-,0e~..,..,-'~----r-P4FIW,,....--,v&.-1 I I
. C~llfFlo.ws
' i I --Observed TN R1verat W'leelerQs TRM 274.9 0 l l ' - -11 : l -11 - li I ~
11 - ; I lI; I 12/4/04 12/6104 12/8/04 12/10/0412/12/0412/14/0412/16/0412/18/0412/20/0412/22/0412/24/0412/26/0412/28/0412/30/04 1/1/05 Date Hydrologic Model Verification - 2004 Flood AMENDMENT 25
~------FIGURE9~1 I
620
-Model-1 1200K
-+ Profile 610 --*- ;
i - -Model-2
' + i, ... .. 1200K Profile 600 '
J~I:
-Model-1
-: -- - -----t ---
-:-- I!
1300K Profile 590t+-t--t-f--++-i--t-~t--+-t~~+-'+-t~~~~~H--+---l-i-++'--I uL JJ_L[_ l_I J__ LJJ __ L~ _[_[H[J u um_J_U H _JL:__J_ ] - -~30:~2 5aol I ll*lil 111 l;,Wlll II; 1111 Prom*
I;j lh 111: -~- -i 1-1 11-r- lttl 1-Mode1:1 1-r-t~-t-1----1t-1------tt-~----t-1--'--1--1 14UUK Profile 570 r1- -1 r r---r--M--rr-rt---1lr-----u.:::m-1
___ +"+f----1-:--1+--1 1 , 1 u S1a~=~t~ - -r;:r 560 H-t-+i-~++1-:
r-~-rmr1-~--1-r-1-*:--r . r1--1*-r - -r-r--*-1 +1 ri----*-mrr-r--* rr-r- l 270 280 290 300 310 320 330 340 350 Tennessee River Mile Hydroiogic Modei Verification - Steady-State Profiies AMENDMENT 25 FIGURE 10
610 ++++++++i! H-H-1'H-:: lf-H-1--+-H' I
1--'-t:-'+"'-t+tt+++-t+++++'t+H-~1-H"'l'+++-HI i * : : i - I i "
I I I ' ! I I~ I I 1 t++-HH-+-HI--r-++--t-+-t,1-H-+-+-1+--t-+-;++-1-t-+-1 ! 11++-t-tt-t-t--t+-,-H~~.'"'f'tl-t-+++-t-t+-,-1I +-:-I 1-j -~~~ter
-:-+-1 1--+--+--+-1-+--+-+-'* ! I I I I ! * * : ""!" i ! ' I , 1-- (Mode~1J 600 ' I I I I ' I J ! L.o I i !I I ! I ! I
' J-+- I I i ! ! ' I I I -+-+-r-t-1--t-c-I I I ! et I I : : : ' I ! i i I
, Ii! 11 _,_ "" , ))II i I 11 '-'l'io'I"'" I 1 i :I! 1! 111 590 +++++-+++-It+++-!H-iIH-H-1~i..""'~*-HIi++-'+++++++-+-++-+++-+++-H-H-1-Hi 1 '-H'-++-lj i
' I I , !I ""' I
- I I I I I I ! Tallwater r-\- +µ ! I_ 7 1'!il!": c--i-~ * .U- :- ] + +i- ,_ _l_-f.J_ Profile 2
~tltt t~ +W+~~1~+tR-h1-IHt-f~AA~-H4 ~L+m+~L+tf-rr~ (Mode~ )
LI llH 111 l:lH!I JJ_ IJfllJ_ i £1JIIl_HfEHHE+/-fH+/-f+/-fH+/-HJH 580 Iti LUJ~lE ~=lt+j-=;_ hb.t~~ 1 ::dJ1;HJ+/-Ji tlr+/-t+/-lU:UH::r.tH~t~l
~w+w 11111111 l I i I ! ! 11111111111 : 11 r:.!:!~
570 utH:tXI I i 1111111 : I rttimiT+/-nn~It=n l:fETIITIIJEIJnrr1t~E111TrE_~i~n=1 DRC) 560 I U'l 111111111 i I 1I I 1i 11 i i : I i I 111111 i 111 I i I : 111111111 111 i 11 550 n 1 11111iIIi11!1 111 1iI11 11111111111lI!I!i11111111 I! ! I l1lllllllli 11 1
i[! 1li *I lillllllllllliJ!lllll1!l 1
1: *I 1
Q 100 200 300 400 500 600 700 600 900 1000 1100 1200 1300 1400 Discharge (1000-cfs)
Hydrologlc Model Verification - Guntersvllle Tai/water Curve AMENDMENT 25 FIGURE 11
Security-Related Information - Withhold Under 10 CFR 2.390 Figure 2.4A-12
Probable Mlllllmum Prec:lpllllllon leohyatls for 21.-0 lq. Ill. Event, DGwn.traam Pia-nt AMENDMENT 25 FiGURE 13
Probable Maximum Precipitation lsohyets for 16, 170 Square Mile Event AMENDMENT 25 FIGURE 14
1,200,000 , I ! !
21,400 Sq. Ml. Downstream Centered !
1
, ' 'I 1"- Peak Discharge: 1,193,671 els March Flood Event for BFN i : I I "
BrownsFerryNuclearPlant :+r----j : 1! ~ !' Note:DesignbasisPMFdischarge J_ ,__ -+- ~
~Jl.
1 TIIM 294.0 f..L+__ ' Is maintained as 1,200,000 els.
! I I I ; ; I 1: i I I i i ' I '
L_L ___ J_Lt ____ L;' * ! L~--- , lJL_~J 1 000 000
' ' _____ ,_ .i I_ .... L
! I I ! ; I i : ! ! ! , i
! ' I I : I " ' ! I: ' i I : I
~ SOO,OOO _ -~rownsFer~PlamDl~ha~e _ : : I/ : _ -l I l- I : _ *- ~ _ +f : -i*'. ...
~ -n-- t-t--i- -~* * -n- -I"" *
-\-- --1---11++ j-- +l i- h ~ -.... -~-- --, ~ -~ -i--- -+++ T :-I - - - - - -(r---~'i--- - - --\--
I- -
- i J soo.ooo 111111 ' : 11111 i I i 111 : IIt 111 i 11 ~ 1111 i I 111111 ! IX i 1 1
11111 u 1--H+H r--4+-H-1-H++++ If '-H-H H+-11-H++H+l II++N+-H-HH 400.000 HtHtrttrtH-r*IritrttrtttJ1J*1-1itr1 t*ttttttttt1tr1-1tt-I T H-H-H i 111111 i I i Ill i I : 111 I 11 I I I 111111 i 11 : :\j 1111'1 ! 11 : :
LIJJ tL Lt L11Ll J~m ;_J_ ;__ iJ.11 _;JJJLU- UtttlJ LLtU_ ~ JiLU 1 200 000
- 11111LHfTI11ITTI11: I:: 111!11*1111: ! 111111!11 ',I!' !
11n:nm1rrrr 11m11*1turn 'ltn-: 1nl111: tlTiilltt1 0
H-ttl I! 111i11: I: 111: 1.1111: 11 111i:i111111!11i.i11111
..............-~.............................................""'-I-'-'-...............~~~----+-'-~
w ~ w ~ w ~ ~
Diti:
n - 0 * ~ ~ ~
AMENDMENT 25 FIGURE i5
I !
575 i i ! : : : 1 11 PeakElevatlon:571.7ft --
- ~~f * : i ::"~: _ :* t: ~ --~- _:: ___j_~~>I ~~~:~~:~~nd~:*~:i~~elevation, i : : ! I ' ' i !""'" .i.. !
I' I ! +--
570 ! ; ; ! I i : -+-'-!-*
--1 -.
Browns Ferry Plant Elevatlon I :
..t "**.,: *** :
I I
~ l~ : :i . _,
i i I
+- -
i I I ' ; ; I I , i' I ;
~ 1 11 !
- 1 565 11
- I *. 11 : , 111111111111 , 11 11 : : I ii 11 \ . 11 ' 111 : 111 Ll-~ilii+/-tJJiU+/-Ll+/-tiJJillLUlil+/-UJJ_:JLl . \J.J.i--LU-1_.JJ_J
,J I i I i i 11 *
- 111111111111 Jd 11 11 ! : 11 i i 11 : 111 * , I : 111 : I 1
ti
--* 11-,-H-+J.H~-H+H:r:HHffl~JtJd-H-~Httt1~:+th+~~-J*J t~J II 1-t-:-~-H- ""-1--h--:-l+++~H-t-1-H+ rttt-;-1-t+~+H-H+H+F+ltH+ ~-1-1-1 555 r1- ** 1-;;'f1-0r1UlTTr r11 rrn rqrnrF~ 1 rrrrrr-Tn~T*1*,--1-r1
~~-*---~~-'lt:~+R+mw+-i+rR+++r1=rq-n+r~lPli4_1_n-~
550
~1~1Th=rtnrfnrtn111tnr-rrthrfhtt-r-rfTtlr-1--1~-~l1 I I : : I .. I l ' ' I I I I I I I I I l I I I I I I ' I I : I I I I I I I I I I I I I I I I bl I
~ ~ w w w n m ~ ~ 0 ~ w w ~
D~ AMENDMENT 25 I FIGURE 16
BFN-25 FIGURE 17 Deleted by Amendment 25
BFN-25 FIGURE 18 Deleted by Amendment 25
BFN-25 FIGURE 19 Deleted by Amendment 25
BFN-25 FIGURE 20 Deleted by Amendment 25
r!CiURt 21
'\
\
\,
BROWNS FERRY NUCLEAR PLANT WATERSHED, UNNAMED TRIBUTARY NORTHWEST OF PLANT AMENDMENT 16
AMENDMENT 24 BROWNS FERRY NUCLEAR PLANT FINAL SAFETY ANALYSIS REPORT GENERAL PLAN FIGURE 22
FIGl:JRE NO. 228 35
~
30
~
~
25
=""
w
~
-""z / I
..J
...J 20 15 /
v LI..
z
< 10 I a:
5 I 0
I 0 2 4 6 TIME - HOURS PROBABLE MAXIMUM PRECIF'tTATION POINT RAINFALL AMENDMENT 16
BROWNS FERRY NUCLEAR PLANT ONE HOUR UNIT HYDROGRAPH FOR UNNAMED STREAM NORTH-WEST OF PLANT
FIGURE 24 Amendment 16
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Security-Related Information - Withhold Under 10 CFR 2.390 Figure 2.4A-25
Security-Related Information - Withhold Under 10 CFR 2.390 Figure 2.4A-26, Sheet 1
Security-Related Information - Withhold Under 10 CFR 2.390 Figure 2.4A-26, Sheet 2