FLOOD01962

• County: El Paso
• Community: El Paso County
• Stream Name: Dirty Woman Creek
• Title: HEC-2 Data
• Date: 5/14/1986
• Prepared For: CWCB
• Prepared By: CWCB
• Contract/PO #: &&
• Floodplain - Doc Type: Data ‎(general)‎

:\5_ 3:53. .. 12!'::1. 72. .. 21~; _ 15. ..
40_ ~304 . :+: 1::>0_ 66_ '+, 220. 14. .+:
45. 2E1':;/. .. J.~";LS _ 60_ * 225_ 13. ,
50. 267_ :+: 1.40 _ 55. :+: :?30. 12_ ,
Sb_ 246_ .. 145 ;:)1 * :::3:;. 11 .
60. :'~~ :~~ 4 _ , 150. 47. ,. 240. 10. ,.
65_ :-?n::,~ . , .1.55. 43_ ,. :245_ ':7. 't:
10_ HiS. , 160_ :5';:;'_ , 250. ,", .,
0_
75. 170. , 16!:; _ 36. .' :":~)5 . e,. ,
:30_ 1.56_ ., 170_ 3:5 _ +: :::60_ 0_ ,
B5. 143. . 17~._ 3D. -'I< O. D- .'
1 BA~3II'-l 10: CRY~~:;T BASH-I COMMEI'-I r : CRY::.:; r AL CI~EEK
,~"-t:** ::;TOHM NO. :.::. 1 +;,+:** DATE or~ m-:::TURN PEI~IOD ::; .1 (J".,.YLAR

[NC I1:EMEN 1 TOTAI_ STORM . T I'-Ie REMENT TOTAL STOI'm :i
rlME RAlNFALL EXCESS HYDROGRAPH 'l" rIME r'~AINFALL EXCE~;;S HYDROGI~APH .
(MIN. ) (IN) pr~ECIF' (CF~:;) . (MIN. ) (HI) PRECIF' (CFS) ..
l'; .
"~, .-
D. _00 .000 L1- :+: 155_ .00 .000 6/_ ..,.
5. .04 _000 0. . 160_ .00 .000 62_ .
lO. .07 _005 o. . U:',5. _OCI ..000 .',:i7_ I
15.. _16 _022 :3. . 170. .00 .000 5;':~ . I
:::0. .:?G .041 In_ . 17~). .00 _000 4~L ,
2,5_ .47 . ::~::.::~) 41. . H.HJ. .00 .000 44_ .
3D. . ::~:~ .177 10:2. :+: 185_ .00 .000 40_ .
:-55_ .11 _0(;0 166. :+: 190. .00 _000 ::,,7 _ .
40_ .08 .03:3 ~~13 " . 195. _00 .000 34. .-
45. .07 _O:J.l :;!::';7. :+: 200. .00 _000 ,'5.1.. :+;
~;o . .06 _0;:'0 24:~_ -+: 205. _00 _000 ~'B . ,
55_ .06 .021 2:56. , ~,~10 . _00 -ODD :;~ t:. _ :"'.
(,0_ .06 .021 :--?:~? . .. :'::15_ _00 _000 :~4. ..
65. .06 .021 :::21. .. 220. .00 .000 22_ :+:
70. _06 .021 215. .. 225. .00 .000 ~~O. ..
75. .06 .021 208. .. 230. .00 .000 .1.9. *
[;10_ .05 .0ml 200_ .. 235. .00 .000 17. I
85. .04 .005 190. .. 240. .00 .000 16_ *
90. .04 .005 17,;}. :+: 245_ .00 .000 14. "+:
95. .04 .005 167. . 250_ .00 .000 13. :+:
100. .04 .005 156. .. 255. .00 _000 12. "
105. .04 .005 146. .. 260. .00 .000 1l. *
110. _04 .005 136. .. 265. .00 .000 10. :+:
115. 07 .005 128. .. 270. .00 .000 9. ..
. ~
.120_ .02 .004 119. .. 275. .00 .000 8_ ..
125. .00 .000 111. :+; 280. .00 .000 5. *
130. .00 .000 103. .. 285. .00 .000 4. ..
135. .00 .000 95_ .. 290. .00 .000 3. :t:
140. .00 .000 87. :+: :295. .00 .000 2. ..
145. .00 .000 HO. . 300. .00 .000 -, .
<..
150. .00 .000 73. .. 305_ .00 _000 2. ""
rOTAL PRECIP_ = 2.20 (l"-HOUR RAIN - 1.90) EXECESS PRECIP. = _832 INCHES
VOLUME OF EXCESS PRECIP .. 33. ACRE--FEET
PEAK Q - 242. CFS TIME OF PEAK - 50. MIN.
INFILT.= 3.50 IN/HR DECAY ... .00180 FNINF - .55 IN/fiR
HAX.PERV.f<ET.= .40 IN. MAX.IMP.RET.= .07 IN.
!J.n.F.e.D. GUHPD RUNOFF ANALYSIS EXECUTED ON DATE AT TIME

CUHPE/PC VERSION MODIFIED IN JANUARY .1985 TO WRITE OUTPUT FILE OF STORM HYDROGRAPHS FOR SUBSlSGIUEN"T
USE lHTH MUL TI"-PI AN RIVER ROUTING ROllTINES OF HEI>-.1

CI~YSTAL CReEK: lO--YEAR STORM