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<br />Wildhorse Creek uls hwy 23,7/23/98
<br />Cross Section for Irregular Channel
<br />
<br />Project Description
<br />Project File c:\haestad\fmw\amherst-.fm2
<br />Worksheet Wildhorse Creek u/s hwy 23, 7/23/98
<br />Flow Element Irregular Channel
<br />Method Manning's Formula
<br />Solve For Discharge
<br />
<br />Section Data
<br />Wtd, Mannings Coefficient
<br />Channel Slope
<br />Water Surface Elevation
<br />Discharge
<br />
<br />0,032
<br />0,003000 flIft
<br />95,00 ft
<br />1,147,73 cfs
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<br />95.
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<br />Station
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<br />100.0
<br />1ft)
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<br />120.0
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<br />140.0
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<br />160.0
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<br />180.0
<br />
<br />09/08/98
<br />10:52:38 AM
<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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