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<br />Arroyo De La Guna, Existing Conditions
<br />Cross Section for Irregular Channel
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<br />Project Description
<br />Project File c:\haestad\fmw\crain~1.fm2
<br />Worksheet Arroyo De La Guna at 7700 Foothill Rd
<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 />0.039
<br />0.002900 ftlfl
<br />100.00 fl
<br />11,988.45 cfs
<br />
<br />115.0
<br />
<br />-------T-------,--------r-------T-------,--------r---_---T-------,
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<br />110.0
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<br />95.0 ----
<br />
<br />90.0
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<br />85.0
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<br />20.0
<br />
<br />40.0
<br />
<br />60.0
<br />
<br />80.0 100.0
<br />Station (ft)
<br />
<br />120.0
<br />
<br />03/25/98
<br />04:42:32 PM
<br />
<br />Colorado Water Conservation Board
<br />Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666
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<br />.1_______-1
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<br />
<br />140.0
<br />
<br />160.0
<br />
<br />FlowMaster v5.12
<br />Page 1 of 1
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