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<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 ft/fl
<br />4,70 fl
<br />478,16 cfs
<br />
<br />g3.5
<br />
<br />c
<br />o
<br />~
<br />>
<br />~ 3.0
<br />w
<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 />4,0
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<br />
<br />2,5
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<br />2,0
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<br />1,5
<br />0,0
<br />
<br />20,0
<br />
<br />40,0
<br />
<br />60,0 80,0
<br />Station (ft)
<br />
<br />10Qi,O
<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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