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<br />Whiskey Gulch Section #2
<br />Cross Section for Irregular Channel
<br />
<br />Project Descnptlon
<br />Project File c:\haestad\fmw\elbert-c.fm2
<br />Worksheet Whiskey Gulch Section #2
<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 />0,031
<br />0,010000 flIft
<br />92,90 ft
<br />1,618,63 cfs
<br />
<br />,
<br />,
<br />,
<br />,
<br />,
<br />t I I I I I I I I
<br />95.0 _ _ _ _ _.J _ _ _ _ _ _ _ L _ _ _ _ _ _ _1_ __ _ _ _ _1_ _ _ _ _ _ _1_ __ _ _ _ _.L _ _ _ _ _ _ _1_ _ _ _ _ _ _.1_ _ _ _ _ __I
<br />I I I I I I I I I
<br />I I I 1 I I t I I
<br />I I I I I I I I
<br />I I I I I I I I
<br />I I I I , I I I
<br />I I l I 1 I I I
<br />
<br />94.0 ____ _~_______~______~_______~_______:_______~_______l ______~-_-____:
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<br />I I I I 1
<br />I I I I I
<br />I I I l I
<br />1 I I I I
<br />I I I I I
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<br />__~______~_______.___ ___1_______4_______
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<br />
<br />96.0
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<br />93.0
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<br />2
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<br />092.0
<br />:;::;
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<br />
<br />91,0
<br />
<br />90.0
<br />
<br />89,0
<br />
<br />88.0
<br />0,0
<br />
<br />07/24/00
<br />03:59:24 PM
<br />
<br />------,-------r------,-------r-------I-------r-------.-------,-------,
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<br />I I t 1
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<br />,
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<br />
<br />
<br />10,0
<br />
<br />30.0
<br />
<br />70.0
<br />
<br />90,0
<br />
<br />80,0
<br />
<br />40,0 50.0
<br />Station (ft)
<br />
<br />60,0
<br />
<br />20.0
<br />
<br />Colorado Water Conservation Board
<br />Haeslad Methods, Ine, 37 Brookside Road Waterbury, CT 06708 (203) 755-1666
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<br />FlowMaster v5.12
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