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Base llimension ...................................: 22.29 <br />2. Design Pazameters <br />Mannings coefficient,n ..........................................: 0.025 <br />Bed Slope,s (%) .................................................: 2.000 <br />3. Design details <br />llischazge ............................. <br />Depth of Flow ...................... <br />Velocity ............................... <br />Channel Lining .................... <br />Freeboard ............................. <br />........................: 63.00 cfs <br />...........................: 0.51 feet <br />.......................: 5.00 fps <br />............................: Mixed Grasses <br />........................: 0.49 feet <br />Grouted Rip Rap Channel Design <br />Project: Cugnini Gravel pit By: Ben Miller llate: 06/30/03 <br />Channel Type: Triangulaz, Equal Side Slopes <br />Dimensions: Left Side Slope 1.00:1 <br />Right Side Slope 1.00:1 <br />Wetted Perimeter: 5.07 <br />Area of Wetted Cross Section: 3.21 <br />Mannings coefficient,n: QU395 (12" riprap) <br />Bed Slopes (%): 50.000 <br />Dischazge: 63.00 cfs <br />Depth of Flow: 1.79 feet <br />Velocity: 19.62 fps <br />Channel Lining: Grouted 12 inch Kock Kip-Kap <br />Freeboard: 0.31 feet <br />Cugnini 12/03 14 <br />