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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PER Q= 100.0
AREA= 290.6
VEL= 2.8
DEPTH= 1.1
16DEC96 08:35:47 PAGE 11
IECHO DEPTH CWSEL CR HIS WSELIC EG HV HL OLOSS L-BANIC ELEV
Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANIC ELEV
TIME VLOB VCH VROB XNL XNCH XNR WiN ELMIN SSTA
SLOPE XLOBL XLCH XLOBR ITRIAL IDC lCONT CORAR TOPWID ENDST
*SECNO 3755.000
3280 CROSS SECTION 3755.00 EXTENDED .53 FEET
3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATlO = 1.80
3755.000 2.33 33.53 .00 .00 33.58 .05 .24 .04 34.20
800.0 .0 800.0 .0 .0 437.1 .0 33.7 15.0 33.00
.51 .00 1.83 .00 .000 .030 .000 .000 31.20 31.95
.000822 160. 175. 170. 2 0 0 .00 298.05 330.00

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FLOW DISTRIBUTION FOR SECNO= 3755.00

CWSEL=

33.53

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STA=
PER Q=
AREA=
VEL=
DEPTH=

32. 330.
100.0
437.1
1.8
1.5

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PROFILE FOR STREAM US RR TO DADE ST

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PLOTTED POINTS (BY PRIORITY) E-ENERGY,W-WATER SURFACE,I'INVERT,C-CRITlCAL W.S.,L-LEFT BANIC,R-RIGHT BANIC,M-LOWER END STA

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ELEVATION
SECNO

23.
CUfl)IS

25.

27. 29. 31. 33. 35. 37. 39. 41.
E L
E L
E L
E L
E L
E L
E L
E L
E L
E L
E L
E L
E L

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960.00 O. I
20. I
40. I
60. I
80. CI
100. CI
120. CI
140. CI
160. CI
180. CI
200. CI
1170.00 220. CI
240. C I

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