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= O. 314.
I PER Q= 100.0
AREA= 498.0
VEL= 1.3
DEPTH= 1.8
I *SECNO 2055.000
3280 CROSS SECTION 2055.00 EXTENDED .26 FEET
I 2055.000 3.26 29.26 .00 .00 29.31 .05 .06 .02 29.00
625.0 .0 625.0 .0 .0 341.8 .0 13.7 6.2 30.00
.26 .00 1.83 .00 .000 .030 .000 .000 26.00 .00
I .000597 155. 155. 155. 2 0 0 .00 183.52 183.52
I FLOW DISTRIBUTION FOR SECNO= 2055.00 CWSEL= 29.26
STA= o. 210.
I PER Q= 100.0
AREA= 34 1.8
VEL= 1.8
DEPTH= 1.9
I *SECNO 2220.000
2220.000 2.96 29.36 .00 .00 29.40 .04 .08 .01 30.40
I 625.0 .0 625.0 .0 .0 410.1 .0 15.1 6.9 29.40
.29 .00 1.52 .00 .000 .030 .000 .000 26.40 94.87
.000386 150. 165. 190. 2 0 0 .00 209.05 303.92
I FLOW DISTRIBUTION FOR SECNO= 2220.00 CWSEL= 29.36
I STA= 95. 305.
PER Q= 100.0
AREA= 410.1
I VEL= 1.5
DEPTH= 2.0
I *SECNO 2305.000
1
160EC96 10:37:09 PAGE 6
I SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV
Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV
I TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA
SLOPE XLOBL XLCH XLOBR ITRIAL IDC lCONT CORAH TOPWID ENDST
I 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .42
I 2305.000 2.79 29.39 .00 .00 29.62 .24 .06 .16 29.80
625.0 .0 625.0 .0 .0 160.4 .0 15.7 7.2 29.80
.30 .00 3.90 .00 .000 .025 .000 .000 26.60 79.17
I .002140 40. 85. 130. 1 0 0 .00 94.83 174.00
FLOW DISTRIBUTION FOR SECNO= 2305.00 CWSEL= 29.39
I