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 STA= 79. 277.
PER Q= 100.0
I AREA= 160.4
VEL: 3.9
DEPTH= 1.7
I .SECNO 2380.000
I 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, ICRATlO = 1.45
2380.000 2.90 29.70 .00 .00 29.80 .11 .11 .08 30.40
625.0 .0 625.0 .0 .0 236.6 .0 16.0 7.4 29.80
I .31 .00 2.64 .00 .000 .025 .000 .000 26.80 55.01
.001012 75. 75. 75. 2 0 0 .00 143.22 198.23
I FLOW DISTRIBUTION FOR SECNO= 2380.00 CWSEL= 29.70
I STA= 55. 200.
PER Q= 100.0
AREA= 236.6
VEL= 2.6
I DEPTH= 1.7
.SECNO 2435.000
I 3301 HV CHANGED MORE THAN HVINS
I 16DEC96 10:37:09 PAGE 7
I SECNO DEPTH C\lSEL CR HIS \lSELK EG HV HL OLOSS L-BANK ELEV
Q QLOB QCH QROB ALOB ACH AROB VOL T\lA R-BANK ELEV
TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA
I SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOP\IID ENDST
I 3302 \lARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, WTlO = .52
2435.000 2.75 29.65 .00 .00 30.47 .82 .10 .57 31.30
I 625.0 .0 625.0 .0 .0 85.9 .0 16.2 7.5 31.20
.31 .00 7.28 .00 .000 .020 .000 .000 26.90 28.21
.003815 55. 55. 55. 2 0 0 .00 42.30 70.51
I FLOW DISTRIBUTION FOR SECNO= 2435.00 CWSEL= 29.65
I STA= 28. 105.
PER Q= 100.0
AREA= 85.9
I VEL= 7.3
DEPTH= 2.0
I *SECNO 2550.000
2550.000 3.26 30.76 30.31 .00 31.13 .38 .39 .27 32.20
625.0 .0 625.0 .0 .0 126.7 .0 16.5 7.7 31.20
.31 .00 4.93 .00 .000 .020 .000 .000 27.50 109.11
I .003076 115. 115. 115. 17 5 0 .00 96.16 205.27
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