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Hydrologic regionalisation impacts on wet-weather control selection.
Authors:W C Huber  W J Wells  I K Besaw  M A Leisenring
Affiliation:Department of Civil, Construction, and Environmental Engineering, 202 Apperson Hall, Oregon State University, Corvallis, Oregon 97331-2302, USA. wayne.huber@oregonstate.edu
Abstract:Continuous simulation is performed using the US Environmental Protection Agency (USEPA) Storm Water Management Model (SWMM) to evaluate regional differences around the United States in hydrologic and water quality performance of wet-weather controls. Controls are characterised as being limited by peak inflow rate (i.e. any device with little or no storage, such as screens, filters and some proprietary devices) or by storage capacity (e.g., ponds, tanks). For flow-limited devices, results are presented in the form of percentage of annual runoff volume captured (passing through the device) for a given inflow capacity. For storage-limited devices, results are presented in two forms: percentage of annual runoff volume captured as a function of unit basin size and drawdown (drain) time, and as a percentage of total suspended solids captured, for the same two variables. Regional differences are apparent, driven mainly by variations in rainfall patterns around the country.
Keywords:
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