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
FLOIJ DISTRIBUTION FOR SECNO= 2550.00 CWSEL= 29.75
I STA= 124. 228.
PER Q= 100.0
I AREA= 64.9
VEL= 7.5
DEPTH= 1.7
I *SECNO 2665.000
3301 HV CHANGED MORE THAN HVINS
I
3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATlO = 3.19
I 2665.000 3.11 31.21 .00 .00 31.25 .03 .13 .50 32.20
485.0 .0 485.0 .0 .0 329.8 .0 11.2 6.6 31.50
I .28 .00 1.47 .00 .000 .030 .000 .000 28.10 22.85
.000492 60. 115. 140. 3 0 0 .00 212.86 235.70
I FLOIJ DISTRIBUTION FOR SECNO= 2665.00 CWSEL= 31.21
STA= 23. 250.
I PER Q= 100.0
AREA= 329.8
VEL= 1.5
DEPTH= 1.5
I
160EC96 08:39:08 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 *SECNO 2no.ooo
I 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATlO = .67
2no.ooo 2.88 31.28 .00 .00 31.35 .06 .07 .02 31.80
I 485.0 .0 485.0 .0 .0 238.7 .0 11.8 7.1 31.50
.29 .00 2.03 .00 .000 .030 .000 .000 28.40 16.13
.001098 105. 105. 105. 2 0 0 .00 173.19 189.31
I FLOIJ DISTRIBUTION FOR SECNO= 2no.oo CWSEL= 31.28
I STA= 16. 198.
PER Q= 100.0
AREA= 238.7
I VEL= 2.0
DEPTH= 1.4
*SECNO 2860.000
I 3280 CROSS SECTION 2860.00 EXTENDED .89 FEET