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Slope Erosion Control Ditch Design <br />Channel Design 10/29/2007 15:31 <br />Project: Vagneur By: BL Date: 10/29/07 <br />Location: Pitkin County Checked: Date: <br />Channel Type: Triangular, Equal Side Slopes <br />1. Channel Geometric Properties <br />Dimensions : Left Side Slope ................................... = 2.00:1 <br />Right Side Slope .................................. = 2.00:1 <br />2. Design Parameters <br />Mannings coefficient,n ..........................................: 0.040 <br />Bed Slope,s (%) .................................................: 2.000 <br />3. Design details <br />Discharge .......................................................: 4.71 cfs <br />Depth of Flow ...................................................: 2.00 feet <br />Velocity ........................................................: 2.58 fps <br />Freeboard .......................................................: 0.16 feet