<br />.
<br />
<br />Arroyo De La Guna, Proposed Improvements
<br />Cross Section for Irregular Channel
<br />
<br />Project Description
<br />Project File c:lhaestadlfmwlcrain-2.fm2
<br />Worksheet Arroyo De La Guna at 7700 Foothill Rd
<br />Flow Element Irregular Channel
<br />Method Manning's Formula
<br />Solve For Water Elevation
<br />
<br />Section Data
<br />Wtd. Mannings Coefficient
<br />Channel Slope
<br />Water Surface Elevation
<br />Discharge
<br />
<br />0.040
<br />0.002900 flIfl
<br />100.40 fl
<br />11,500.00 cfs
<br />
<br />115.0
<br />
<br /> 110.0
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<br /> 105.
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<br />0 100.0
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<br /> 95.0
<br />
<br />.
<br />
<br />03/25/98
<br />0440:33 PM
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<br />
<br />180.0
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<br />85.0
<br />0.0
<br />
<br />100.0
<br />(ft)
<br />
<br />120.0
<br />
<br />140.0
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<br />160.0
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<br />20.0
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<br />40.0
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<br />60.0
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<br />80.0
<br />Station
<br />
<br />Colorado Water ConselVation Board
<br />Haestad Methods. Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666
<br />
<br />FlowMaster v5.12
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