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Last modified
11/23/2009 1:42:34 PM
Creation date
10/4/2006 9:33:12 PM
Metadata
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Template:
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 />. <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 />. 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 /> <br />. 08/20/02 <br />. 09:53:52 AM <br />. <br />... <br /> <br />Section A2 <br />Worksheet for Irregular Channel <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 A2 <br />Irregular Channel <br />Manning's Formula <br />Water Elevation <br /> <br />Input Data <br />Channel Slope 0.031600 Wit <br />Elevation range: 98.50 It to 122.00 It. <br /> <br />Station (It) <br />0.00 <br />17.00 <br />27.00 <br />40.00 <br />57.00 <br />77.00 <br />90.00 <br />107.00 <br />122.00 <br />132.00 <br />137.00 <br />162.00 <br />167.00 <br />174.00 <br />182.00 <br />189.00 <br />197.00 <br />202.00 <br />207.00 <br />212.00 <br />217.00 <br />222.00 <br />227.00 <br />242.00 <br />Discharge <br /> <br />Elevation (It) <br />118.00 <br />116.00 <br />114.00 <br />112.00 <br />110.00 <br />108.00 <br />106.00 <br />104.00 <br />102.00 <br />100.00 <br />98.50 <br />98.50 <br />100.00 <br />102.00 <br />104.00 <br />106.00 <br />108.00 <br />110.00 <br />112.00 <br />114.00 <br />116.00 <br />118.00 <br />120.00 <br />122.00 <br />67.00 <br /> <br />Start Station <br />0.00 <br /> <br />End Station <br />242.00 <br /> <br />Roughness <br />0.040 <br /> <br />cfs <br /> <br />0.040 <br />99.07 It <br />15.44 1t2 <br />28.99 It <br />28.83 It <br />0.57 It <br />99.09 It <br />0.028678 Wit <br />4.34 !Vs <br />0.29 It <br /> <br />Haestad Methods, Inc. <br /> <br />37 Brookside Road Waterbury. CT 06708 (203) 755-1866 <br /> <br />FlowMaster v5.0B <br />Page 1 of 2 <br />
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