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<br />Miner's Mesa, Unnamed Trib, 7/30/98
<br />Cross Section for Irregular Channel
<br />
<br />Project Description
<br />Project File c:lhaestadlfmwlblkhawk-,fm2
<br />Worksheet Miner's Mesa, Unnamed Trib, 7/30/98
<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 />0,060
<br />0,092000 ftIft
<br />94.65 ft
<br />315,02 cfs
<br />
<br />92.0
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<br />91.0
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<br />90.0
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<br />5,0
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<br />10.0
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<br />15,0
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<br />20.0
<br />
<br />25.0
<br />
<br />Station 1ft)
<br />
<br />09/03/98
<br />03:38:22 PM
<br />
<br />Colorado Water Conservation Board
<br />Haestad Methods, Ine, 37 Brookside Road Waterbury, CT 06708 (203) 755-1666
<br />
<br />FlowMaster v5.12
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