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<br />Unnambed trib @CR 49 near CR 34
<br />Cross Section for Irregular Channel
<br />
<br />Project Description
<br />Project File c:\haestad\fmw\amherst-.fm2
<br />Worksheet Unnamed trib @CR 49 near CR 34
<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 />0,028
<br />0,004000 flIft
<br />5,10 ft
<br />1,257,74 cfs
<br />
<br />5.5
<br />
<br />5.0
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<br />40.0
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<br />60.0
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<br />80.0
<br />Station
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<br />100.0
<br />(ft)
<br />
<br />120.0
<br />
<br />140.0
<br />
<br />160.0
<br />
<br />180.0
<br />
<br />07/28/98
<br />03:19:45 PM
<br />
<br />Colorado Water Conservation Board
<br />Haestad Methods, Inc, 37 Brookside Road Waterbury, CT 06708 (203) 755-1666
<br />
<br />FlowMaster v5.12
<br />Page 1 of 1
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