|
<br /> 4~. .07 .031 7713.:,_ .. 310.
<br /> 50. .06 _020 ':"40_ ,+, 31S.
<br /> 55. .OE:, .021 10(,8. :+: 3~?0 .
<br /> 6U. _06 .021 1157. f.: 325.
<br /> 65_ .06 .021 1~::'.11 . ::;::;0.
<br /> 70. _06 .021 1:233. :+; :-5:'.)5_
<br /> 75. .06 .o:n 12:'30_ * 340.
<br /> 130. .05 .0013 1201":,. :+: ::;4Ei _
<br /> 8~) . .04 .005 1167. :<F: 350.
<br /> 90. .04 .005 11:':6. , 355.
<br /> ~)5 . .04 .005 1089. , 3/'::,0.
<br /> 1.00. .04 .005 1051_ , 36~:) .
<br /> 105. _04 .005 100'.:;'. :+: 370_
<br /> .110. .04 .005 '~:;'64 . * :57.5 .
<br /> 115. .0:3 _005 917. " 380.
<br /> L:~O. . o;~' _004 870. .l' 3:;:!.':i.
<br /> 1::'5. .00 .000 ('J::~5 . 4" 390_
<br /> L50. .00 .000 78;.! . ,. ::;95.
<br /> 1:')5. .00 .000 7'lO. " 4UO.
<br /> 140. .00 .000 699. .. 405.
<br /> 145. .00 _UOO f..:,S9_ 'l' 410_
<br /> 150. _00 _000 621_ . 41.5.
<br /> 1.55_ on .000 t.".c,.,~. 'f.,,,,",_
<br /> 160. .00 .000 S48_ , 4:,~~:) .
<br /> 165. .(10 .000 .'":)14 , 4::;0.
<br /> .170_ .00 .000 4,::.1 :+: 4~55 _
<br /> .1.75. .00 _ oem 45.1 :+: 440.
<br /> 1:30. _00 _000 42:5_ , 445.
<br /> 1:::5_ _00 .CJOO 397.. , 450_
<br /> 190. .00 _000 :-:173_ , 4~:>~i _
<br /> l'}S. .00 .000 :.'';50. :+: 460.
<br /> ~~OO _ .00 .000 3:,'8. ,- 465.
<br /> 20Ei. .DO .000 :'30:::::_ 'l' 470.
<br /> 2.10_ .no .000 2:39_ 'of< 475_
<br /> ;21,5 _ _00 .000 :~71_ . 400.
<br /> 220. .00 .000 254. :+; 485_
<br /> 225. .00 .000 238. .. 490.
<br /> 230. .00 _000 224. .. 495.
<br /> ;-~35. .00 .000 210. " 500.
<br /> 240. .00 .000 197. "'" 505.
<br /> :245. .00 .000 185. .. SID.
<br /> 250. .00 .000 173. .. 515.
<br /> 255_ .00 .000 163. .. 520.
<br /> 260. .00 .000 153. .. 525_
<br /> rOT AL PRECIP. ". 2.20 (1 "-.HOUR RAIN ... 1 .90)
<br /> VOLUME OF EXCE5S PRECIP = 220. ACRE-FEET
<br /> PEAK " .. 12:'~3. CFS TIM" OF PEAK .. 70. MIN.
<br /> INFIL T. .. 3.50 IN/HR DECAY = .00180 FNI!\IF =
<br /> MAX.PERV. RET.= .40 IN. MAX. IMP. RET. = .07 IN.
<br />1 U.D.F.C.D. CUHPD RUNOFF ANAL YSI~J E:XECUTED ON DATE
<br />
<br /> .00 .000 E.n_ ,
<br /> .00 .000 76. ..
<br /> .00 .000 71 ,
<br /> .00 .000 (,7. :+:
<br /> .00 .000 (,:::1. .
<br /> .00 .000 59. ,.
<br /> .00 .000 ,_I,:). ,
<br /> .00 .000 .~)2 . ,
<br /> .00 . ClOD 49. ,
<br /> .00 .000 46. ..
<br /> ..00 .000 4:3- *
<br /> _00 _000 40. .,
<br /> .00 .000 :')0. *
<br /> .00 .000 35. .t,
<br /> .00 .000 33. :0\(
<br /> .00 _000 5t. ..
<br /> .00 .uuu ;:~9 _ ..
<br /> .00 .000 27. ,
<br /> .00 .OOD 26. ,
<br /> .00 .000 24. 'l(
<br /> .00 . ClOD :.?3. ,
<br /> .00 .DOO "1 .,
<br /> .00 .(Juu ::~O . :ojo:
<br /> ..00 .000 19. ,
<br /> .00 .oon 1L:. ,
<br /> .nu _DUO .16. ,.
<br /> .00 .000 .l~i . .,
<br /> .00 .000 14. ..
<br /> .00 .000 14. ,
<br /> .00 .000 LL *
<br /> _00 .000 .I.:::'. ,
<br /> .00 .000 II :+:
<br /> .00 .000 11. ..
<br /> .00 .000 10. .t:
<br /> .00 .000 9 ..
<br /> .00 .000 9. .
<br /> .00 .000 ,~, ..
<br /> C<.
<br /> .00 .000 7. .,
<br /> _00 .000 5. *
<br /> .00 .000 3. :+:
<br /> .00 .000 :::1- ..
<br /> .00 .000 2. :+:
<br /> .00 .000 2. ..
<br /> .00 .000 2. ..
<br />EXECESS PRECIP. .832 INCHES
<br />.55 IN/HR
<br />
<br />AT rIME
<br />
<br />CUHPE/PC VERSION MODIFIED IN JANUARY 19t~5 TO WRITE OUTPUT FILE OF STORM HYDfWGRAPH::-; FOR SUBSEQUENl
<br />USE WITH MUL.TI-PLAN IUVER ROUTING r~OUTINES OF HEC;'-l
<br />
<br />)!R..TY WOMAN CREEK: Ill-YEAR ~:;TORM
<br />
<br />NO HYDROGRAPH VALUES WERE WRITTEN TO AN OUTPUTFILE FOR THIS RUN OF CUHPD.
<br />
<br />A>
<br />1
<br />
<br />U.D.F.C.D. CUHF' RUNOFF ANALYSIS
<br />
<br />EXECUTED oN DATF
<br />
<br />AT TIME
<br />
<br />
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