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Last modified
11/23/2009 1:42:34 PM
Creation date
10/4/2006 9:33:12 PM
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Floodplain Documents
County
Grand
Community
Granby
Title
Floodplain Information Report - Town of Granby
Date
3/1/2002
Prepared For
Granby
Prepared By
CWCB
Floodplain - Doc Type
Floodplain Report/Masterplan
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<br />" <br /> <br />. <br />. <br /> <br />. <br /> <br />. <br /> <br />.. <br /> <br />Section B7 <br />Worksheet for Irregular Channel <br /> <br />.. <br /> <br />Project Description <br />Project File <br />Worksheet <br />Flow Element <br />Method <br />Solve For <br /> <br />d:\cwcb - fsr\granby\granby_s.fm2 <br />Section B7 <br />Irregular Channel <br />Manning's Formula <br />Water Elevation <br /> <br />. <br /> <br />.. <br /> <br />.. <br /> <br />.. <br /> <br />.. <br /> <br />.. <br /> <br />Input Data <br />Channel Slope 0.006500 Wft <br />Elevation range: 100.00 ft to 110.00 ft. <br />Station (ft) Elevation (ft) <br />0.00 106.00 <br />22.00 104.00 <br />250.00 102.00 <br />362.00 100.00 <br />372.00 100.00 <br />550.00 102.00 <br />622.00 104.00 <br />678.00 106.00 <br />695.00 108.00 <br />705.00 110.00 <br />Discharge 295.00 cfs <br /> <br />.. <br /> <br />-- <br /> <br />.. <br /> <br />.. <br /> <br />.. <br /> <br />.. <br /> <br />.. <br /> <br />- <br /> <br />.. <br /> <br />.. <br /> <br />.. <br /> <br />.. <br /> <br />.. <br /> <br />.. <br /> <br />.. <br /> <br />. <br /> <br />Start Station <br />0.00 <br /> <br />End Station <br />705.00 <br /> <br />- <br /> <br />.. <br /> <br />Results <br />Wtd. Mannings Coefficient <br />Water Surface Elevation <br />Flow Area <br />Wetted Perimeter <br />Top Width <br />Height <br />Critical Depth <br />Critical Slope <br />Velocity <br />Velocity Head <br />Specific Energy <br />Froude Number <br />Flow is subcritical. <br /> <br />.. <br /> <br />.. <br /> <br />.. <br /> <br />.. <br /> <br />.. <br /> <br />,. <br /> <br />.. <br /> <br />.. <br /> <br />,,,," <br /> <br />.. <br /> <br />,~ <br /> <br />0.040 <br />101.27 ft <br />129.12 ft2 <br />193.78 ft <br />193.76 ft <br />1.27 ft <br />100.94 ft <br />0.029341 Wft <br />2.28 Ws <br />0.08 ft <br />101.35 ft <br />0.49 <br /> <br />.. <br /> <br />,. <br /> <br />,. <br /> <br />.. <br /> <br />,. <br /> <br />"'" <br /> <br />'" <br /> <br />- <br />:- <br /> <br />,. <br /> <br />,. <br /> <br />- <br />:- 08120102 <br />,;. 10:00:12 AM <br /> <br />Roughness <br />0.040 <br /> <br />Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 <br /> <br />~ <br /> <br />,- <br /> <br />FlowMaster v5.08 <br />Page 1 of 1 <br />
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