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A36 steel AASHTO algae alum answer Assume average basin BOD5 capacity CD CD 9 CD CD CD CD m CD clay coefficient compression concrete curve density depth detention diameter dilution discharge effluent elevation equation factor factor of safety flow rate following table force freeway friction ft-kips ft/sec given head loss highway hydraulic hydraulic jump kg/d kips kips/ft kips/in2 kN/m lanes layer lbf/in2 length liquid limit load LRFD mass mg/L midspan module NCEES nearly node passenger car equivalent passenger cars pcph pcphpl peak percent pipe problems radius ratio rebars recycling Reynolds number sand shear shown sludge soil solid waste speed Statement station steel stress subduration superelevation suspended solids tion traffic unit weight vehicles velocity vertical volume wall wastewater zone