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 AREA= 115.2
VEL= 6.9
I DEPTH= 2.1
"'SECNO 2550.000
I 3280 CROSS SECTION 2550.00 EXTENDED .18 FEET
I 3301 HY CHANGED MORE THAN HYINS
2550.000 3.88 31.38 .00 .00 31.61 .23 .28 .31 32.20
800.0 .0 800.0 .0 .0 209.7 .0 24.4 9.4 31.20
1 .37 .00 3.81 .00 .000 .020 .000 .000 27.50 63.35
.001922 115. 115. 115. 7 0 0 .00 164.65 228.00
I FLOW DISTRIBUTION FOR SECNO= 2550.00 CWSEL= 31.38
STA= 63. 228.
1 PER Q= 100.0
AREA= 209.7
VEL= 3.8
I DEPTH= 1.3
*SECNO 2665.000
I 3280 CROSS SECTION 2665.00 EXTENDED .27 FEET
16DEC96 08:35:47 PAGE 8
I
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
3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATlO = 1.91
I 2665.000 3.67 31.77 .00 .00 31.82 .05 .10 .11 32.20
800.0 .0 800.0 .0 .0 457.7 .0 25.3 9.9 31.50
1 .38 .00 1.75 .00 .000 .030 .000 .000 28.10 9.96
.000528 60. 115. 140. 2 0 0 .00 240.04 250.00
I FLOW DISTRIBUTION FOR SECNO= 2665.00 CWSEL= 31.77
STA= 10. 250.
I PER Q= 100.0
AREA= 457.7
VEL= 1.7
I DEPTH= 1.9
*SECNO 2770.000
3280 CROSS SECTION 2770.00 EXTENDED .34 FEET
I 2770.000 3.44 31.84 .00 .00 31.92 .08 .08 .03 31.80
800.0 .0 800.0 .0 .0 343.8 .0 26.2 10.5 31 .50
I .40 .00 2.33 .00 .000 .030 .000 .000 28.40 .00