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0 0 <br /> FORWARD LANDFILL <br /> SURFACE WATER DESIGN 07/18/2014 <br /> Acceptable Channel Linin <br /> NODES FR fb1 fb2 fb3 FBr FB Va dav,g BS SP D-Inca lent Max V Max BS STABLE <br /> US I DS I Storm feet feet feet feet feet FPS Ft lbs/sf ft-lbs/sec/ft Feet fps lbs/sf <br /> 1 3 25 0.3 0.50 0.00 0.01 0.51 0.91 2.4 1.6 0.1 0.2 0.02 3.0 1.0 YES <br /> 2 3 25 0.6 0.50 0.00 0.03 0.53 0.95 4.0 1.5 0.2 1.0 0.05 3.0 1.0 YES <br /> 2 3 25 0.3 0.50 0.00 0.02 0.52 0.62 2.7 1.9 0.1 0.3 0.02 3.0 1.0 YES <br /> 2 3 25 0.6 0.50 0.00 0.04 0.54 1.03 4.4 1.5 0.3 1.3 0.06 3.0 1.0 YES <br /> 3 4 25 0.4 0.50 0.00 0.03 0.53 0.60 3.1 1.9 0.1 0.4 0.03 3.0 1.0 YES <br /> 5 6 25 0.3 0.50 0.00 0.02 0.52 0.62 2.7 1.9 0.1 0.3 0.02 3.0 1.0 YES <br /> Description <br /> Design flow in cfs=1.49 a' <br /> Left side slope <br /> Right side slope <br /> Bottom width of channel <br /> Top of bank depth of channel <br /> Top width of channel <br /> Manning's friction factor <br /> Channel slope=Energy slop( <br /> Depth of flowing water <br /> Top width of flowing water <br /> Cross sectional area of flowin <br /> Wetted perimeter of flowing v <br /> Hydraulic radius of flowing ws <br /> Velocity of flowing water=Qc <br /> Velocity head of flowing water <br /> Energy grade depth of flowinc <br /> Froude number of flowing wal <br /> Average Velocity in Main Cha <br /> Average Flow Depth in Main <br /> Bed Shear Stress=62.4'r' <br /> Stream Power=BS`v(ft-Ib <br /> Sediment Diameter at Incipiei <br /> Depth of Scour to Establish P <br /> Bank Side Slope(H:V) <br /> Channel Curve Radius on Be <br /> Channel Top Width of Flow <br /> HYDRAULIC CHANNEL 2 OF 2 <br />