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<br />Western Country Trib - Section #4
<br />Cross Section for Irregular Channel
<br />
<br />PrOject Description
<br />Project File c:\haestad\fmw\elbert-c.fm2
<br />Worksheet Western Country Trib -Section #4
<br />Flow Element Irregular Channel
<br />Method Manning's Formula
<br />Solve For Discharge
<br />
<br />Section Data
<br />WId, Mannings Coefficient
<br />Channel Slope
<br />Water Surface Elevation
<br />Discharge
<br />
<br />100.
<br />
<br />99.5
<br />
<br /> 99.0
<br />g
<br />c:
<br />0
<br />:;::;
<br />ro
<br />>
<br />(])
<br />W 98.5
<br />
<br />98.0
<br />
<br />97,5
<br />0,0
<br />
<br />07/24/00
<br />03:57:50 PM
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<br />I t I I I I I
<br />-----~-----+-----~-----~-----~------I------~----
<br />I I I I I I I
<br />I I I I I I I
<br />I I I I I I I
<br />I I I I I I I
<br />I I I I I I
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<br />I I I I I
<br />1 I I I I
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<br />0,035
<br />0,025000 ft/ft
<br />100,00 ft
<br />338,86 cfs
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<br />_____L_____L_____~_____~_____J_____J_____J
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<br />
<br />5,0
<br />
<br />10,0
<br />
<br />15,0
<br />
<br />20,0
<br />
<br />25.0 30.0
<br />Station (ft)
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<br />____L-_____
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<br />
<br />35.0
<br />
<br />40.0
<br />
<br />Colorado Water Conservation Board
<br />Haestad Methods, Ine, 37 Brookside Road Waterbury, CT 06708 (203) 755-1666
<br />
<br />45.0
<br />
<br />50.0
<br />
<br />55,0
<br />
<br />FlowMaster v5.12
<br />Page 1 of 1
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