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acres APWA assumed average catchbasins Chicago chlorine coefficient coliforms Combined Sewer Overflows computed concentration conduit costs dissolved air flotation downstream drainage basin dry weather flow DWF quality effluent equation estimate filter flow control structure flow rate flow routing gpm per square groundwater gutter head loss hydraulic hydrograph hydrographs and pollutographs hyetograph INFIL infiltration inflow initial input data junction locations manholes Manning's method mg/L microstrainer MODEL SUBROUTINE outfall outflow overflow rate percent pipe quality constituents Quality model quantity Receiving Water Quality residential Runoff Quality screens SECTION sediment sewer system shown in Figure simulation slope square foot Storage Model storage unit storm event Storm Water Management subarea subcatchments surface runoff suspended solids tanks TEST APPLICATION THEORETICAL DEVELOPMENT time-step Transport Model upstream urban values volume wastewater water depth Water Management Model Water Pollution Water Quality model