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<br />
<br />Unnambed trib d/s of CR51, E of Hwy 23
<br />Cross Section for Irregular Channel
<br />
<br />Project Description
<br />Project File c:\haestad\fmw\amherst-.fm2
<br />Worksheet Unnambed trib d/s of CR51, E of Hwy 23
<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 ftlfl
<br />4,70 fl
<br />478,16 cfs
<br />
<br />g3.5
<br />
<br />c
<br />o
<br />:;:;
<br />ro
<br />>
<br />.!!! 3.0
<br />LlJ
<br />
<br />07/28/98
<br />03:31:19 PM
<br />
<br />5.0
<br />
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<br />4.5
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<br />
<br />4.0
<br />
<br />2.5
<br />
<br />2.0
<br />
<br />1.5
<br />0.0
<br />
<br />20.0
<br />
<br />40.0
<br />
<br />60.0
<br />Station
<br />
<br />80.0
<br />(ft)
<br />
<br />100.0
<br />
<br />120.0
<br />
<br />140.0
<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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