FLOOD10352

• County: Weld
• Community: Wiggins
• Stream Name: Kiowa Creek
• Basin: South Platte
• Title: Computer Modeling Data
• Date: 9/5/1990
• Floodplain - Doc Type: Educational/Technical/Reference Information

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* WATER SURFACE PROFILES *
* VERSION OF SEPTEMBER 1988 *
* ERROR: 01,02,03 *
* + SPECIAL CULVERT OPTION (PREL. 26 AUG 1989) *
* UPDATED: JANUARY 1990 *
* ''''IN DATE 09/11/90 TIME 08:17:43 *
* ******************************************~~A****

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* u.s. ARMY CORPS OF ENGINEERS *
* THE HYDROLOGIC ENGINEERING CENTER *
* 609 SECOND STREET, SUITE D *
* DAVIS, CALIFORNIA 95616-4687 .
* [phone] *
* *
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MODIFICATIONS BY OMAHA DISTRICT

1. EL CARDS FOR PLOTTING ARE WRITTEN TO TAPE 28
2. EXPANSION AND CONTRACTION COEFFICIENTS CAN BE PRINTED TO SUMMARY PRINTOUT
3. INPUT FILENAME IS CONTAINED IN OUTPUT PRINTOUT

END OF BANNER
1

09/11/90

08:17:43

FILENAME=KIOL2JOE.DAT THIS RUN EXECUTED 09/11/90

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C2 RELEASE DATED SEP 88 UPDATED JAN 1990

ERROR CORR - 01,02,03
MODIFICATION. 01
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T1 10 YR FLOOD - KIOWA CREEK - TOWN OF WIGGINS, COLORADO SECTION 22
T2 FILE WAS TAKEN FROM FILE KIOWA.L2 PROVIDED BY CWCB MODIFIED FOR
T3 EFFECTIVE FLOW. (NOTE: THIS INPUT IS STILL FAR FROM CORRECT. PORTIONS
T4 OF THE FLOW MAY DIVERGE FROM THE CHANNEL APPROXIMATELY 4 MILES U/S OF
T5 WIGGINS AND HEAD NORTHERLY 2 MILES WEST OF WIGGINS. PORTIONS OF THE
T6 ESCAPED FLOW MAY RETURN ALONG THE BURLINGTON RAILROAD, BUT NOT SURE HOW
T7 MUCH. WIGGINS IS SITUATED ALONG AN OLD ALLUVIAL FAN OF KIOWA CREEK.
T8 THE HYDRAULICS FOR KIOWA CREEK AT WIGGINS ARE FAR MORE COMPLEX THAN THIS
T9 MODEL REPRESENTS.) KIOWA CREEK WITH PROJECT CONDITIONS AT WIGGINS, CO

J1 ICHECK INQ NINV IOIR STRT METRIC HVINS Q WSEL FQ
0 2.0 0 0 .00172 0 0 0 40.0
J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE
1. o. -1 0 0 0 0 0 0
J3 VARIABLE CODES FOR SUMMARY PRINTOUT
38 43 1 42 8 25 33 5 36 63
16 17 18 0 38 43 1 10 3 11
12 13 14 15 55 26 56 0 38 43
1 23 24 2 50 39 4 27 53 54
28 0 38 1 42 23 24 39
LPRNT NUMSEC ********REQUESTED SECTION NUMBERS********
-10 -10
NC .040 .040 .030 .1 .3

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08: 17:43