Text

Keowee-Toxaway Project Flood Studies
	ML19308B563
Person / Time
Site:	Oconee
Issue date:	08/11/1972
From:	; DUKE POWER CO.
To:	;
Shared Package
ML19308B560	List: ML19308B559; ML19308B562; ML19308B563;
References
	NUDOCS 8001130036
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~ C /,tt.T C R. L T h e q ., p,. x ~ Dn.mtJ D. V ~> L D <r - b R P f.. Ch' E N G Pt-t S l'.TL 5 b-DISCHARGE HYEROC-RAPE 3-F10003 OF FICORD 25 Esti nted discharge rates at C:rters ds: site. Since records -f -tage and cischarge are not availa' ole at the Carters site, it was n.,:essary to estimate discharge hydrographs for the floods of record tre. data at nearby stations. In order to accomplish this, concurrent reccrds for the gage at Pine Chapel telev the site an d "'< jay gage

c. the Cartecay River abcve the site vere used. The discharges at these

,,ations were modified by applying weighted drainage area ratios to c;ti-ate the natural discharges at the site. It was assu=ed that due to the srall reservoir area there vould be no appreciable difference between natural and inflow hydrographs and the natural hydrographs were used in routings. The -peak-discharges and flood volumes as estirat3d for some of the larger floods were as follows: j Peak discharge Flood' volume Tlood (c.f.s.) (inches) y,. o February, 1946 14,000 4.1 January, 1947 10,400-

4.1 Farch,1951 21,200 37 January, 1954 18,400 4.6 SPILU7AY DESIGN FLOOD t

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26. Criteria and procedure for computing rainfall volume.

The

ilbray design stor: rainfall,was developed using the criteria _in

.reneteorological R.eport No. 33."Seasona.1 Variation of the Probable a:: : Precipitation East of the 105th Merid,ian, for. Area.s from.10. to -QSquare Miles and Durations of 6,12, 24 and 48 Hours".. The month' of August was found to have the maximum probable precipitation for the Carters area. This arount of precipitation, as shown on figure 17 and the corresponding depth-area-duration relationships for a drainage crea of 376 square miles in zone 7, as shown on figure 18, were used to compute the rainfall volume for the spillway design storm. The resulting amounts vere reduced by 10 percent to allow for irregu-larities in basin shape and the improbability of rainfall patterns conforming exactly with the Carters drainage area.-.The_ rainfall _ volume thus.co=puted.acounted.to.2$.:f2. inches. 27 Rainfall excess for Carters da=. In co$puting the' rainfall excess it was assumed that the initial loss vould be zero and a con-stant loss of 0.1 inch.per hour was adopted, based on losses encounter-ed in studying floods of record in the area. This resulted in a total rainfall-excess of 22 3 inches. The 6-hour rainfall-excess a=ounts-i vere arranged in a critical pattern of h 61-3-5-6 in order of ragnitude.. '23. Natural' discharge hydrograph. The derived unit hydrograph as described in paragraph 23 was applied to the rainfall excess and a + z i. 11 Revised 5/1/63 f i d 22 =.,.. -.. { p

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SA70FRAS RIVER $ASIN 63 31850. E w 71o.r near Joca.. , 8. C. 4 q.., ..,.2i o.eru 41*,.* rtsat 6 aa o.* =21. e tm. tro. orads..a st.t. miene.7 11,1.4 11.... eta...t.: i .t....

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d**** +2 1929,..,,1.sent er7 edJus t s.st er 193s. . 3 4 pee r, ()SSO.H), 476 efs. p...g. f e '.... .. e nev e.rg. edFlag y.or,17,700 cis Sept. 29 (gag. h.1ght, 17.84 f t);.taisum 122 efs Cet. 29, 30, 31, N.e.1 (ges. .e t., l .. _...,... m t., se,s. 29. i.- u.m.m.m-. 57.t. Oo.,,1954. h 3... -.,-.... t m..,., w ri..,.. .. t m. ,..m m 1. i,. sat tag tette (gsg. h.ight, to fe.t

1. entic fe.t p.r o.e.ed)

(Stag discharg. F.latt and discharg., g a effe.ted by ic. De.. la, 20) 1.1 101 3.0 1,300 1.3 los 4.0 2.810 1.3 232 6.0 4.970 2.0 863 s.O 7,34 0 2.5 980 O t s e ha rge. L*: cubic feet per secced, water year Oct.ner 1963 t. September 1964

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A9r. Ma y I June i July Aue. 5ept. E26 S43 439 680 1,190 459 220 400 G88 466 412 486 III 648 et,400 473 305 350 336 n 's 425 42S 459 1,010 62S al 700 III S03 316 459 l 339 J73 439 763 e40 a. 00 387 353 3GL 419 g 3. f' j 316 362 US

1,850 64 0 al.100 375 257 316 373 s

l ..a 239 343 1 290 1,050 1,940 s930 406 2 S4 288 343 e 288 iiis 72d 546 2.183 0 863 412 220

252 321 i

s 299 500 610 732 2.220 als 394 220 2% 310 t 2s3

1,700 S43 695 1,440 777 336 220 321 299 l

4 's 264 940 $15 1,210 1,160 727 333 248 320 283 g . it 316 664 500 872 1,020 711 316 279 $80 2a3 f .= 433 754 459 760 92S a800 310 27s 433 268 4'4 El 144 4a6 650 1,120 s780 333 262 316 28s g J4 479 372 486 981 1,390 672 316

229 27s 262 JJ J 423 536 499 2,150 1,040 623 299 all 276 262 l

4 9 ~ 4% l 368 307 6es 1,250 92S e600 310 220 684 234 e i 35 ( 299 432 334 999 454 eS90 294 204 764 234 a 4.5 270 423 685 819 502 aS60 283 Til 479 229 JII 262 400 711 777 760 6540 273 917 417 268 AS4 250 SG1 610 872 727 eS40 272 Ilii 387 232

.48 243 493 SSI 463 69 5
S00 262 294 333 234

~ .5 2il 439 S13 73s 472 706 264 445 333 27J J' 314 316 412 4a6 703 +654 SS8 310 S40 464 229 >*2 283 841 466 672 664 SSS 400 362 339 220 48) 268 Q S07 747 64 0 S43 382 424 304 204 Jet 268 1,0S0 493 y 763 448 283 336 274 202 283 802 473 1,230 e3,800 464 262 299 263 ."Of 273 680 493 990 a2,500 432 247 314 378 254 3.' 237 602 452 472 a2,300 432 234 764 320

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e's i 10.230 21,243 18,142 30,022 3e,236 22,676 9.891 11,034 14.583 17,309 l
a*

330 643 338 964 1,208 731 330 356 470 S77 2.23 4.63 3.77 4.S4 S.16 4.94 2.2J 2.41 3.18 3.90 I 2.St S.34 4.07 7.34 9.11 S.70 2.49 2.77 3.66 4.33 Ca 3.320 Mia 122 Mean 370 Clee 2.35 in. 34.54

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122 Meam $39 Cfse 3.75 in. 31.41 t

f.orSe cce (base, g,000 eft) 3
Discharg. e.esur.eest med..m 141. det,

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>= ss Unmasse 17.84 17,700 da ]!! b U MO- .? a.pu..""

-~~'# g M. N A.*T d1 DOM.rfd( w s. = w n. A 2 g mi, 6 malM:!M RECOP.DED I*.S. F0DrT RAIN 7A1.1. (IDES) t i MINUTES MOURS 5 10 IS 30 60 2 3 6 12 24 1 t g- ...e_ g e-a.) O.64 0.86 1.10 1.62 1.51 2.31 2.38 2.43 3.41 3.56 3 y/9 9/4 9 /4 9/4 8/9 8 /9 8/9 7/8 10/15 10/15 3956 1958 1958 1955 1953 1953 1953 1957 1954 1954 1 1952 1961 e O.64 1.01 8.41 2.05 2.64 4.09 S.04 5.76 S.75 6.ca 6/25 7/31 8/7 8/7 7/21 7/21 7/21 7/21 11/25 11/25 7 "* * '*

3926 1942 1932 1932 1916 1916 1916 1916 1950 1950 i

1913 1961 0.67 0.98 1.18 1.83 2.36 2.67 2.76 3.2u 3.60 5.c9 g* [* * [,, 7/23 6/25 6/25 7 / 24 8/16 7/24 6/20 7/24 7/14 9/29 1922 1949 1949 1933 1935 1933 1936 1933 1945 1924 1901-1961 9..-

e..

l 0.79 1.02 1.43 2.23 3.48 4.93 5.61 6.24 8.38 10.55 i.... l 3/22 5/22 5/25 11/11 11/11 8/15 8/15 11/11 12/14 12/13 1918 1911 1936 1931 1931 1944 1944 1931 1910 1910 { 1903 1961 99-61 t.. 0.61 1.02 1.29 1.68 2.60 2.59 3.03 4.22 4.73 5.03 2/3 2/3 2/3 2/3 5/29 4/26 4/26 8/6 8/6 8/6 1950 1950 1950 1950 1960 1959 1959 1955 1955 1955 1950 1961 e. e ....e 0.52 0.84 1.08 1.58 2.19 3.20 3.44 4.13 7.08 8.52 8/5 9/4 8/8 t/9 7/14 8/6 8/6 9/19 9/19 9/19 1939 1937 1938 1933 1912 1952 1952 1960 1960 1960 1903 1949 1903-1961 4-18 81 1961-> e. .a 0.50 0.90 1.20 1.70 2.46 3.33 3.62 4.69 5.32 6.17 6/13 6/13 6/13 8/29 8/24 7/23 7/23 9/14 9/16 9/16 1958 1958 1958 1959 1927 1922 1922 1944 1932 1932 1905 1961 .a 0.73 1.17 1.65 2.79 4.11 6.64 7.42 8.62 9.03 10.57 5/30 6/20 6/20 6/20 9/6 9/6 9/6 9/6 9/5 9/5 1949 1947 1947 1947 1933 1933 1933 1933 1933 1933 8 1897 1961 71-61 j a 0.74 1.05 1.39 1.86 2.56 3.84 4.08 4.52 6.77 7.40 1'. 8/20 7/26 7/26 7/30 9/1 6/19 6/19 8/16 8/16 8/16 j -1911 1922 1922 1929 1956 1911 1911 1949 1949 1949 l 1901-1961 87-61 4 -- 0.61 1.16 1.58 2.54 3.46 4.66 4.82 4.95 4.95 6.53 7/27 7/27 7/27 7/27 7/27 7/27 7/27 7/27 7/27 9/30 1926 1926 1926 1926 1926 1926 1926 1926 1926 1929 l 1921 1932 i-0.78 1.05 1.40 1.66 2.11 3,30 3.60 4.64 6.'03 9.15 4 /29 4 /29 4 /29 4 /29 7/15 7 / 29 6/22 9/4 10/15 7/15 f 1959 1959 1959 1959 1959 1959 1958 1957 1954 19t6 l 1954-1961 00 61 j 0.A0 1.27 1.52 2.30 3.63 4.49 5.29 5.78 6.20 8.20 I g 7/4 7/4 7/4 7/9 9/6 9/6 9/6 9/6 9/6 5/7 ' f 19 % 1956 1956 1929 1951 1951 1951 1951 1951 1910 19181932 and 19381961 93-61 { i '"*""e* 0.50 0.95 1.24 1.85 3.20 3.53 4.42 6.19 6.67 7.00 i 9/22 9/22 9/22 9/22 9/22 9/22 10/6 10/6 10/6-8/15 1951 1951 1951 1951 1951 1951 1949 1949 1949 1928 195t.1968 1941-1961 97-61 i j I \\" *, '*

0.83 1.19 1.55 2.03 2.16 2.72 3.08 3.42 3.59 - 4.20 4

8/I 8/l 7/2 7/2 6/27 6/27 6/27 6/27 6/4 10/10 l 1959 1958 1958 1905 1905 1905 1905 1914 1961 1 Im 1905-1961 1900-1961 ,81-41 0.41 1.06 1.32 1.52 1.93 2.30 2.36 2.47 d.55 b.72 g* 8/29 8/29

8/29 8/29 8/8 7/30 6/14 6/14 8/20 8/20 b'

Ul2 1912 1912 1919 1917 1923 1923 1916 1916 1907 1932 22 t 4 mwm.

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3. 2s elesepe alle 34 13 84 15 1933.53 IS Bloc te t ee t

24. L3 40 35 1941 56 le 2.78

3. 8 S 3.77 3.84 Olschesile 3 9 34-34 gl.C9 1941 43 S

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4. 3

34-41 88-04 1942 44 S

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2. 6 s Crest felle 3.73 creeeeslie es A7 34 33 83-53 1942 54 13 Creeeeeed 34-51 82-21 19 6 4-ese 26 1.70 3.78 4.11 3.30 Sertovalle 3 8 34 12 a 2.09 1899 54 16 Nesta Spetese 34 22 80.02 1948-34 7

3.82 34-34 80-40 1902 54* 31 4.49 5e s'**ee ~7' ewt ~34 59' ~4 b04 1968 54 l e ** ~ 7. ve 3.53

% rthee

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0 30 1914 54 41 4.73 34.39 30 34 1949 34 8

3.90 seet stil 8 88 1.25 St. Geere* 34-30 41 00 1944 50e 4 1.63 St. settevee 3 333 Shit 30 34 1944 33 10 3.48 k 3.28 2.14 St. Paul S 3 33.40 30-44 1941.SSe 33 3,33 3.33 4, og 2.74 3.67 Solede sh30 30 23 1943-53 11 94 00 81 47 1902 34* S3 3.70 See 4ec h 4 28 3.37 SPertoseurs e3 AD '34-3s '31'.39 1939 44 to Sporteshere 't AP 34 33 31 57 1939 43 3 3.18 5peleaf te48 S4 33 81 37 1942 56 IS 1.53 3.44 3.38 3.74 Seeserst&Ie 3 Twt 33-30 54 17 1947-34 8 33-03 30 13 1399 54 S4 3.61 Sweter 4.34 .i freetoe i Ett )LS6 's0-19 1939 S4 18 Unsee 7 Se th43 41 40 ta99-34e 53 4.44 teeee*r 34 34 88 40 1949 54 6 3.34 -talnelle ~' ~ ~ " * ' 33-40 83 23 1941.$ 4* 13 1.89 3.04 34 45* 33 0 Ja99,345 4 5~ 3.51 3J" at t oe.terter* ,,,,,g 4.64 seeele 37-S4 90 40 19 e t 03 S4 34 g 34 24 #iu in9.S.' 4.1 u

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3. S 3 8.76

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f. es t e e Laas seter 34 43 03 44 1844 54*

15 .13 4.34 wr ' Lit tle wtate 4 4. e s 34 43 41 33 1839 84 n eemercy 3.74 P t eeps i t e 34 17 88 37 194 a.84 14 3,33 S.71 4.63 Staten 33 88 90 03 lees.43 45 Sa aede 33 40 83.30 4934.S4 41 10.31 34 00 91.47 2903.S48 52 8.00 seastamburg r3 AP 34-8 31 37 4043 94 AS

3. 13 f 30-1.$0 4.17 8meellte 3 FWT Treetoe 1758 33 03 99.13 1899 94 Se e

33 49 81.80 1899 64* S3 10.83 / salmella e '*~' ~ 7 34 45 83.09 3ee9 54* 40 h414 T e l ge r erry e sedge r se 34 33 34. 30.40. 30o3 34e 34

10.712 2.

33 34 30 30 1333 33 e 37 .33 Blanehoes s.33 34 33 91 09 1900 64* S3 Stattrop C.o.llege i 34 _.47 41 4.3 8.99 1 l.900..54 S.S .8.48 1 w i t i i 9 4 i g to Seeere e 4

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y n

= i .n -I

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q

{ .s l, s. O c' ' ' t f' ~ . Ii I

n l.

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C

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I

%, = i. e -+ pq = . sos = o ^^ % n d. \\.O = 3f Ob e o v' ~ =., ga - , ' c,,',- i = m. e, I 2 t)* rQCt %/v c c: =~s'

. o

' s B. t b O %'I'Q dt M Ok s' ~ .c- --o 5 n :!m.y &. \\ ed., s. (<..:. \\ y' .c c. u.dd --{ k c._. vcse, s;n iy

i. t T. ;, '. -

i d-O*/2 - ~ "\\ .'.,;d b C*M Me3 C, 1 T '3 't L c.-- 5 '7 A !I v2 le,'- e / Cred ut.v. = re7s.o _c e 4 O' 6. t. g \\ tktY. f ~- I?- G 0, h@~_. li bbt > I t 0 l 9 g u e.. o, \\ t( ' '% '. ! ~C3. > Ub'il GC' QC 5 '.~. C 'r*' "\\ ic C.'~_, _l .s a.y Y L'cN. 11 iso ... p +

f ^ /U } f I Y TY"E 2 PIER I ^ N.%* (' RT lti-5)

%u.,

e l -- - l LEGEND i N g or EAT l h % ~ ~ - %. l Tg eIJ3 N \\ - --.- ( wfTHOUT P'CRS g \\ N g H4 s 1.00 N d N N \\g N i ,'N \\ y g N\\ l H/g,= 0.50 %. s \\ g s \\ \\ \\ .\\ ORIGIN OF C00A0tNA7ES \\ \\ / 's s \\ c c c N \\ \\ d N g N i % \\ 's I \\ \\ t;. r W .\\ \\ \\ \\ 4 o gi es s 2.0 H o esy d N \\. ! n, N O / COORDINATES FOR UPPER NAPPE AT @.OF BAY WITH TYPE 2 PIERS

i H/Hd = 0.50 H/ lid = 1.00 H/ lid " 1.33 X/Ild Y/Hd X/Hd Y/IId X/Hd Y/IId

- 1.0 -0.482 - 1.0 -0.941 - 1.0 -1.230 - 0.8 0.480 0.8 -0.932 -0.8 -1.215 -0.6 -0.472 -0.6 -0.913 -0.6 -1.194 0.4 -0.457 -0.4 -0.890 -0.4 -1.165 - 0.2 0.431 -0.2 -0.855 -0.2 -1.122 0.0 -0.384 (0.0 -0.805) 0.0 -1.071 0.2 0.313 0.Z'-0.73 5 0.2 -1.015 i 0.4 -0.220 0.4 -0.647 0.4 -0.944 0.6 -0.088 0.6 '-0.539 0.6 -0.847 0.8 0.075 0.8 -0.389 0.8. -0.725 - 1.0 0.257 1.0 -0.202 1.0 -0.564 1.2 0.462 1.2 0.015 1.2 -0.356 i 1.4 0.705 1.4 0.266 1.4 -0.102 1.6 0.977 1.6 0.521 1.8 1.278 1.8 0.860

1.6 0.172 1.8 0.465 s

OVERFLOW SPILLWAY CREST S asco ou cwso,3c3T3,c, UPPER NAPPE PROFILES

suciou vuocnv or maoAen -

CENTER LINE OF PIER BAY m NYoRAUUC DESIGN CH ART 118-42 9 .-. ~ I ,l ..e+ =

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. p ;: ,, tg

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e. 2.

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C b~i3 ( C

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ny19 s/ % W (}}

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s. \\

14,,5 =c c., 6 6c 0' 2b S'.3 K 5> c. r a 7 / >,q: :: 8 .i i U,' 76,Soo 7 5) (o C. > ?. 0, 5,48 22, 5,ro6 n, I oca rC,3 2CC i 24, T.E4 z.9 3 c o -7 g > s,- o e. of 3 an,.o.cc 6

r ~;- 21 $3- 'il EM 1110-!-1603 3 .i 31 Mar 65 0*qS@ s O I,o s SY t ice pressures and wave impact are tree:cd in subparagraph 28d. Tainter ,e 4 gaten abould not be designed for overt wping because of the possibility of yT* c.- e g gate vibrations induced by nappe flutter during overtopping and possible ,gyo 6* collection of drift and ice on the downstream side of the gates. Such vi-g g III E* brations were observed by the Bureau of Reclamation on the drum 6 6*b, gates at Black Canyon Dam. In this case, the vibration was eliminated by Se aerating the space under the nappe. Discharge Coefficients. The orifice di. charge equation is used c. In the development of rating curves for partly open gates. The basic equa-11 j tion for a high head orifice with a free falling nappe given by King is i !j O '= C A 2gH whe re f Q = discharge C = discharge coefficient

Q A = orifice area l

!! = head to center of orifice Discharge coefficients applicable to tainter gates on the high . rest shape described in subparagraph 8b,have been published as over: m 't IIDC it t -1 and are included herein as Plate 46. The orifice discharge equ.itmn discussed above was used in developing these curves. The head j. was taken to the center of the gate opening, and the gate opening defined as {- the mimtmim distance from the gate lip to the curving crest. The flow bou:..h ries formed by the gate and crest surfaces are comparable to those l of a tw! or an orifice formed by converging plane surfaces. Von 1 0.'*i t" has shown analytically that the contraction coefficient of the Mi se. 4 jet num:..' f rom converging boundaries is a function of the angle formed by t'n r e verging surfaces. The tangents to the gate lip and to the grest cu:se it - nearest point of the curve to the gate lip are considered com-n"Pt 'ic converging boundaries treated by Von Mises. Therefore, a i.3 - ned by the intersection of these tangents is considered the 4 -=s

w.*,-

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- =

m .w, 3 '. ' '- ~ t

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