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2013-08-08_HYDROLOGY - M1977306
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2013-08-08_HYDROLOGY - M1977306
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Last modified
8/24/2016 5:23:35 PM
Creation date
8/12/2013 3:47:20 PM
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Template:
DRMS Permit Index
Permit No
M1977306
IBM Index Class Name
HYDROLOGY
Doc Date
8/8/2013
Doc Name
RESPONSE TO GENERAL STORMWATER COMMENTS
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OPERATOR
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DRMS
Email Name
DMC
TC1
Media Type
D
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No
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Worksheet for Section 10A -1A Velocity <br />Project Description <br />Flow Element: Irregular Section <br />Friction Method: Manning Formula <br />Solve For: Normal Depth <br />Input Data <br />Channel Slope: 0.07680 ft/ft <br />Discharge: 52.78 ft%s <br />Options <br />Current Roughness Weighted Meth( ImprovedLotters <br />Open Channel Weighted Roughnes: ImprovedLotters <br />Closed Channel Weighted Roughne Hortons <br />Results <br />Roughness Coefficient: <br />0.045 <br />Water Surface Elevation: <br />6461.14 <br />ft <br />Elevation Range: <br />6460.00 to 6474.78 ft <br />Flow Area: <br />6.93 <br />ft <br />Wetted Perimeter. <br />9.12 <br />ft <br />Top Width: <br />8.55 <br />ft <br />Normal Depth: <br />1.14 <br />ft <br />Critical Depth: <br />1.41 <br />ft <br />Critical Slope: <br />0.03269 <br />ft/ft <br />Velocity: <br />7.62 <br />ft/s <br />Velocity Head: <br />0.90 <br />ft <br />Specific Energy: <br />2.05 <br />It <br />Froude Number: <br />1.49 <br />Flow Type: <br />Supercritical <br />Segment Roughness <br />Start Station End Station Coef Ro fte t <br />c4ficient <br />(0+00.00, (0+63.57, 0 045 <br />6471.54) 6474.78) <br />Section Geometry <br />Station Elevation <br />0+00.00 6471.54 <br />0+01.48 6471.00 <br />
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