FLOOD10360 ‎(2)‎

• County: Washington
• Community: Otis
• Title: Preliminary Design, SW Drainageway, Railroad to Washington Street, Town of Otis Colorado
• Date: 1/1/1997
• Prepared For: Otis
• Prepared By: McLaughlin Water Engineers, Ltd.
• Floodplain - Doc Type: Floodplain Report/Masterplan

I
I 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATlO = 2.64
3330.000 2.62 32.32 .00 .00 32.37 .05 .30 .11 31.70
I 485.0 .0 485.0 .0 .0 274.5 .0 14.7 9.1 31.70
.37 .00 1.n .00 .000 .030 .000 .000 29.70 .00
.000678 240. 210. 180. 0 0 0 .00 170.00 170.00
I FLOW DISTRIBUTION FOR SECNO= 3330.00 CWSEL= 32.32
I 16DEC96 08:39:08 PAGE 10
I SECNO DEPTH CWSEL CRI\lS \lSELIC EG HV HL OLOSS L-BANIC ELEV
Q QLOB QCH QROB ALOB ACH AROB VOL T\lA R-BANIC ELEV
TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA
I SLOPE XLOBL XLCH XLOBR ITRIAL IDC lCONT CORAR TOP\IID ENDST
I STA= O. 170.
PER Q= 100.0
AREA= 274.5
I VEL= 1.8
DEPTH= 1.6
*SECNO 3580.000
I 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATlO = .36
I 3580.000 2.67 32.67 .00 .00 32.80 .14 .37 .07 33.10
485.0 .0 485.0 .0 .0 164.0 .0 16.0 10.2 33.00
.39 .00 2.96 .00 .000 .030 .000 .000 30.00 13.31
I .005182 250. 250. 220. 2 0 0 .00 216.69 230.00
FLOW DISTRIBUTION FOR SECNO= 3580.00 CWSEL= 32.67
I STA= 13. 260.
PER Q= 100.0
I AREA= 164.0
VEL= 3.0
DEPTH= .8
1 *SECNO 3755.000
3280 CROSS SECTION 3755.00 EXTENDED .11 FEET
I 3302 \lARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATlO = 2.55
I 3755.000 1.92 33.12 .00 .00 33.15 .04 .29 .06 34.20
485.0 .0 485.0 .0 .0 317.4 .0 16.9 11.2 33.00
.42 .00 1.53 .00 .000 .030 .000 .000 31.20 51.75
.000799 160. 175. 170. 2 0 0 .00 278.25 330.00
I
FLOW DISTRIBUTION FOR SECNO= 3755.00 CWSEL= ' 33.12
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