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HomeMy WebLinkAboutSW4201201_Ditch Stability Analysis - ECMDS 7.0 (002)_20210122North American Green 5401 St. Wendel-Cynthiana Rd. Poseyville, Indiana 47633 Tel. 800.772.2040 >Fax 812.867.0247 www.nagreen.com ECMDS v7.0 CHANNEL ANALYSIS > > > Worst Case Ditch - Vegetated Name Worst Case Ditch - Vegetated Discharge 5 Channel Slope 0.085 Channel Bottom Width 0 Left Side Slope 4 Right Side Slope 4 Low Flow Liner Retardence Class C 6-12 in Vegetation Type Bunch Type Vegetation Density Very Good 80-95% Soil Type Sandy Loam (GM) Unreinforced Vegetation Phase Reach Discharge Velocity Normal Depth Mannings N Permissible Shear Stress Calculated Shear Stress Safety Factor Remarks Staple Pattern Unreinforced Vegetation Straight 5 cfs 5.45 ft/s 0.48 ft 0.03 4 lbs/ft2 2.54 lbs/ft2 1.58 STABLE -- Underlying Substrate Straight 5 cfs 5.45 ft/s 0.48 ft 0.03 0.75 lbs/ft2 1.23 lbs/ft2 0.61 UNSTABLE --