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analysis Assume average base flow basin bridge calculated catchment Chapter coefficient computed continuity equation critical depth cross section Darcy's law depth design storm determine developed direct runoff discharge distribution downstream drainage duration elevation Engineers estimate evaporation evapotranspiration Example FIGURE frequency function gage graph ground water hydraulic conductivity hydro hydrologic hyetograph IDF curves impervious infiltration capacity inflow input kinematic wave linear loss Manning's equation measured method moisture overland flow parameters peak flow plot precipitation problems rainfall excess rainfall intensity reservoir return period S-curve saturated sewer shown in Fig simulation slope snowmelt soil SOLUTION solved spreadsheet storage storm event storm hydrograph stream streamflow subarea subbasin surface runoff SWMM temperature time-area tion U.S. Army U.S. Army Corps U.S. Geological Survey unit hydrograph values variable velocity volume water surface water table watershed
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