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

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I fLOW DISTRIBUTION fOR SECNO= 2550.00 CWSEL= 30.76
STA= 109. 228.
I PER Q= 100.0
AREA= 126.7
VEL= 4.9
I DEPTH= 1.3
*SECNO 2665.000
I 3302 WARN I NG: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATlO = 2.30
2665.000 3.32 31.42 .00 .00 31.46 .04 .13 .20 32.20
I 625.0 .0 625.0 .0 .0 375.1 .0 17.2 8.1 31.50
.33 .00 1.67 .00 .000 .030 .000 .000 28.10 18.08
.000582 60. 115. 140. 2 0 0 .00 227.91 245.99
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16DEC96 10:37:09 PAGE 8
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SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV
I Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV
TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA
SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST
I FLOW DISTRIBUTION FOR SECNO= 2665.00 CWSEL= 31.42
I STA= 18. 250.
PER Q= 100.0
AREA= 375 . 1
I VEL= 1.7
DEPTH= 1.6
I *SECNO 2770.000
3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATlO = .69
I 2770.000 3.10 31 .50 .00 .00 31.58 .08 .09 .03 31.80
625.0 .0 625.0 .0 .0 277.8 .0 18.0 8.6 31.50
.35 .00 2.25 .00 .000 .030 .000 .000 28.40 9.38
I .001231 105. 105. 105. 2 0 0 .00 188.58 197.96
I FLOW DISTRIBUTION fOR SECNO= 2770.00 CWSEL= 31.50
STA= 9. 198.
PER Q= 100.0
I AREA= 277.8
VEL= 2.2
DEPTH= 1.5
I *SECNO 2860.000
3280 CROSS SECTION 2860.00 EXTENDED 1.12 FEET
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