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
*SECNO 2055.000
I 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATlO = .70
I 2055.000 2.54 28.54 .00 .00 28.62 .08 .13 .03 29.00
485.0 .0 485.0 .0 .0 218.2 .0 8.7 5.1 30.00
.21 .00 2.22 .00 .000 .030 .000 .000 26.00 19.27
.001266 155. 155. 155. 2 0 0 .00 154.00 173.27
I
FLOW DISTRIBUTION FOR SECNO= 2055.00 CWSEL= 28.54
I STA= 19. 210.
PER Q= 100.0
I AREA= 218.2
VEL= 2.2
DEPTH= 1.4
I *SECNO 2220.000
3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATlO = 1.44
I 2220.000 2.33 28.73 .00 .00 28.78 .04 .14 .02 30.40
485.0 .0 485.0 .0 .0 288.2 .0 9.7 5.7 29.40
I .24 .00 1.68 .00 .000 .030 .000 .000 26.40 107.63
.000613 150. 165. 190. 2 0 0 .00 179.12 . 286.75
I FLOW DISTRIBUTION FOR SECNO= 2220.00 CWSEL= 28.73
STA= 108. 305.
I PER Q= 100.0
AREA= 288.2
VEL= 1.7
I DEPTH= 1.6
*SECNO 2305.000
I 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATlO = .40
2305.000 2.18 28.78 .00 .00 29.10 .32 .11 .22 29.80
I 485.0 .0 485.0 .0 .0 107.6 .0 10.1 5.9 29.80
.24 .00 4.51 .00 .000 .025 .000 .000 26.60 83.50
.003795 40. 85. 130. 2 0 0 .00 78.49 162.00
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16DEC96 08:39:08 PAGE 6
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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= 2305.00 CWSEL= 28.78
I STA= 84. 277.