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<br />O..IJ02/98
<br />
<br />13,59
<br />
<br />'a'303 866 H 74
<br />
<br />CII'CB
<br />
<br />I4J 005
<br />
<br />Schaefer Draw above We/dona, section 4
<br />Cross Section for Irregular Channel
<br />
<br />Project Description
<br />Project File c:\haestad\fmw\weldona1 Jm2
<br />Worksheet Schaefer trib above Weldona, section 4
<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 />0,038
<br />0.007500 flfft
<br />9525 ft
<br />313,10 cfs
<br />
<br />96.0
<br />
<br />95.5 -_
<br />
<br />95.0
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<br />W 94.5
<br />
<br />94.0
<br />
<br />93.5
<br />0.0
<br />
<br />041OZI~a
<br />01:41:44 PM
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<br />10.0
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<br />100.0
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<br />40.0 50.0 60.0
<br />Station (ft)
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<br />80.0
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<br />90.0
<br />
<br />Colorado Water Conservation Board
<br />Hae.tad Methods, Jne, 57 Brookside Road WaterbUl)', CT 06706 (20:l) 70lH666
<br />
<br />FIClwMaster vS.12
<br />Page 1 of 1
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