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)‎

00.
40.
45.
50.

55.
60.
65.

70.
75.

:30.
~_:b _

1

+::40:** STOHM NO_

BASIN

--
J,,),J. ~ j.:C~. /::~ . :of<: 215. 15. *
304. :+: L30. 66. :t" ;;~20 . 14. :."
::~i39 _ . 13~) . t:,O. :+: :225. 1 :1. *
267. :+: 140. ~:l5 _ * :2~m_ 1':' .'
;:'~46_ . 145. 51 . 2:35 11 :+:
:'::24. . 150. 47 , 240. 10. .
:,'O;'~ . :+: 155. 4-' ! 245. 9. ,
0.
1:35. ,. 160. :39 _ , 250. c~ . :+:
170. * l(,~) _ :::\6. * ~~55 . U. >I"
15(, . . 17U. 3::): . :~, 260. IL .1'_
14:\ . ., 17!':) . :50. . (L 11. .
ID: CRY~3T BA~:>IN COMMENT: CRY~:;rAL CF~EFI<

*:+,-+:*

DATE OR RE1-URN PERIOD

t")[)~-YEAI.-{

[1'-ICr~EMI::::NT TOTAl._ STOF~M . INCI~EME::I\I r rOTAL s ror~M ,
TIME RATNFALl EXCESS HYDr~OEir~APH . TIME r~A TI'-IFALL EXCESS HYDROL;I~Af.'H ,
(MIN. ) (IN) PRE:CIF' (CFS) * (MIl\!. ) (IN) PliECH' (CI=-:;:;) ,
.- :i'
. .
o. .00 .000 D. , 160 .00 .000 ..lL"L. .
5. 0"" .000 o. , 165. .00 .000 112. ,.
. 0
10. .0'."" . om;: L ~, J70_ .00 _ODD JO::~ . .
15. _13 _019 3_ . 17.'':;_ .00 _000 94_ :"':
:20_ _2.1 _030 <, . 1.:~:O _ _00 .000 E;6_ ..
25_ _40 126 :::'6_ . .1::35_ .00 _000 '79 _ ..
2'iO_ _66 _6m~ 97_ .. 190.. _00 _ClOD 75_ *
:) ~:) - _:'.';:? _::-.?O :::20_ . 19,5_ ..00 ..000 67_ .
40.. _ ~? 1 16[1 ;,;47_ * 200_ .00 _000 (~,1 .
45. _1.3 _0'.::;0 44;':_ .,. 205_ .00 .000 56_ ,
50_ 1 ~~) _09.1 4';JS. . :::'10 _ _DU _Don ~'i .1 .
.5,5_ .0:) .044 ~Ill. .. ~.~1~) _ _00 _Don 47_ .
60. _08 _045 502_ , :?:::~O . _00 _000 4::;. .
6t'J. _mj _U45 4m3_ * 225. _00 _000 40. ..
70. .06 .024 475_ .. ::~30. .00 .000 36. .
75_ .06 .024 456_ * :::35_ .00 .000 33. .
eo. .05 .008 4;::;3. . :240_ .00 _000 31. :+:
8S. _05 _ODE: 406. :01<: 245. _00 .000 28. .
90. .04 .005 377_ * 250_ .00 .000 26_ *
95. .04 .005 349. * 255_ .00 .000 24_ .
100_ .04 .005 323_ . 260. .00 _000 0" *
..:...:.-
105. .04 .005 299. . 265. .00 _000 20. ..
110. .04 .005 276. * 270. .00 .000 18. .
115. .04 .005 256_ * 275. .00 .000 16. *
120. .()4 .005 238. .. 280. .00 .000 14. *
125. .00 .000 220. * 285_ .00 .000 9. *
130. .00 .000 203. * 290. .00 .000 6. .
135. .00 .000 1:37. * 2'.~5. .00 .000 4. *
140. .00 .000 172_ :.... ::";.00_ .00 .000 3. .
1.45 _ .00 .000 1513. * :305. .00 .000 3. *
150. .00 .000 145_ . 310. _00 _000 2. *
15.5. .00 .000 133. . 315. .00 .000 2_ *
TOTAL PRECIP. - 3.06 (l-HOllR RAIN .. :-~_ 65) EXEC['SS PRECIP. - 1.647 INCHES
VOLUME OF EXCE:3f:i PRECIP ~ 66. AGRE"-FEET
PEAK Q - .511 GFS TIME OF PEAI< .. .5.5. MIN.
INFlLT . - 3.50 IN/HR DECAY - .00180 FNINF - .55 IN/I.IR
MAX.PERV.RET." .40 IN. MAX.IMP.RET.~ .07 IN.
1 U.D.F.C_D_ CUHPD RUNOFF ANALYSIS EXECUTED ON DATE AT TIME

CUI-fPE/PC VERSION MODIFIED 1"1 JANUARY l',?lOS TO WRITE OUTPUT FILE OF STORM HYDROGRAPHS FOR SUBSEG1LJENT
USE WITH MULTI..-PLAN RIVER I~OUTING ROUTINES OF HFr>-]