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<br />Blackhawk, Gregory Gulch, 7/30/98
<br />Worksheet for Irregular Channel
<br />
<br />Project Description
<br />Project File c:\haestad\fmw\blkhawk-.fm2
<br />Worksheet Blackhawk, Gregory Gulch, 7/30/98
<br />Flow Element Irregular Channel
<br />Method Manning's Formula
<br />Solve For Discharge
<br />
<br />Input Data
<br />Channel Slope
<br />Water Surface Elevation
<br />Elevation range: 88,80 ft to 99.50 ft,
<br />Station (ft) Elevation (ft)
<br />0,00 94,80
<br />6,00 90,90
<br />10,00 89.40
<br />13,00 89,20
<br />15,60 89,00
<br />17,00 88,80
<br />21,00 89,00
<br />23,00 89,30
<br />25,00 93,80
<br />30,00 99,50
<br />
<br />0,052000 flIft
<br />91,60 ft
<br />
<br />Start Station
<br />0,00
<br />10,00
<br />23.00
<br />
<br />End Station
<br />10.00
<br />23,00
<br />30,00
<br />
<br />Roughness
<br />0,080
<br />0,060
<br />0,080
<br />
<br />Results
<br />WId, Mannings Coefficient
<br />Discharge
<br />Flow Area
<br />Wetted Perimeter
<br />Top Width
<br />Height
<br />Critical Depth
<br />Critical Slope
<br />Velocity
<br />Velocity Head
<br />Specific Energy
<br />Froude Number
<br />Flow is subcritical,
<br />
<br />0,068
<br />308,04 cfs
<br />40.23 ft2
<br />21,13 ft
<br />19,10 ft
<br />2,80 ft
<br />91,49 fl
<br />0,060297 flIfl
<br />7,66 flIs
<br />0,91 ft
<br />92,51 ft
<br />0,93
<br />
<br />09/03/98
<br />03:38:15 PM
<br />
<br />Colorado Water Conservation Board
<br />Haestad Methods, Ine, 37 Brookside Road Waterbury, CT 06708 (203) 755-1666
<br />
<br />FlowMaster v5.12
<br />Page 1 of 1
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