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FLOOD10486
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FLOOD10486
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Last modified
1/26/2010 10:13:07 AM
Creation date
10/23/2007 2:14:58 PM
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Template:
Floodplain Documents
County
Phillips
Community
Holyoke
Basin
South Platte
Title
Holyoke Flood Documents and Miscellaneous Projects
Floodplain - Doc Type
Correspondence
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<br />Sheep Draw d/s of Hwy 34 near Greeley <br />Cross Section for Irregular Channel <br /> <br />Project Description <br />Project File <br />Worksheet <br />Flow Element <br />Method <br />Solve For <br /> <br />c:\seca\flood\fl ud-doc\shp-drw, fm2 <br />Sheep Draw d/s of Hwy 34 near Greeley <br />Irregular Channel <br />Manning's Formula <br />Discharge <br /> <br />Section Data <br />Wtd. Mannings Coefficient <br />Channel Slope <br />Water Surface Elevation <br />Discharge <br /> <br />0,032 <br />0,003000 ft/ft <br />100.00 ft <br />3,213.54 cfs <br /> <br />100. <br /> <br />99,0 . <br /> <br /> <br />. . I . <br />.. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. <br />. . . . <br /> <br />98.0 <br /> <br />97.0 <br /> <br />.. .. .. .. .. .. .. .. .. .'. .. ., .. .. .. .. .. .. .. .'.. .. .. .. .. .. .. .. .. .. I <br /> <br />96.0 .......... .. ......................................................_ <br /> <br />.-.. <br />- <br />.... <br />~ <br /> <br />c: <br />o 95.0 ...... .. ',' .............................. ',' . . . . . . . . . ',' . . . . . . . . . , <br /> <br />- <br />t\l <br />> <br />Q) <br />w <br /> <br />94.0 <br /> <br />.. .. .. .. .. .. .. .. .. .. . . . . . . . . . . . . . .. . .. .. . .. .. .. . .. . . .. . . . . . . .. .. .. .. .. . . . .. .. .. .. .. .. . . . .. .. .. .. .. <br />. . . . . . <br /> <br />.. .....1 <br /> <br />93.0 ................... <br /> <br />. . . . . <br />.. .. .. .. .. . . .. .. . . . .. . .. . .. .. .. . . . . .. . . . .. .. . .. . . .. . . .. . .. .. . . . . .. .. . . . . .. .. . <br />. . . . . <br /> <br />92.0 ........ <br /> <br />. . . . . <br />. . . . .. .. . . . .. .. .. .. . . .. .. .. . .. . . . . .. .. .. . . . . .. .. .. . .. .. .. . . . .. .. .. .. . .. .. .. .. .. .. .. <br />. . . . . <br /> <br />91.0 ......... <br /> <br />. .. .. .. . . . . .. . .'. . . . .. .. .. . . . , . .. .. .. . .. .. .. . .. t.. . . . . . . . . . .t.. . . . . . .. .. .. .. ~ <br /> <br />90.0 <br />0.0 <br /> <br />50.0 <br /> <br />100.0 <br /> <br />150.0 <br />Station (ft) <br /> <br />200.0 <br /> <br />I <br />250,0 <br />I <br /> <br />300.0 <br /> <br />'I <br />! <br />'I <br />06/25/97 <br />iI <br />11:41:43 AM <br />" <br />:! <br />,I <br /> <br />Haestad Methods, Inc. <br /> <br />Colorado Water Conservation Board <br />37 Brookside Road Waterbury, CT 06708 (203) 755-1666 <br /> <br />FlowMaster v5.12 <br />Page 1 of 1 <br />
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