Distributed vs. Concentrated Storage Options for Controlling CSO Volumes and Pollutant Loads

Author:

Piro P.1,Carbone M.1,Garofalo G.2

Affiliation:

1. Dipartimento di Difesa del Suolo - Università della Calabria, Ponte P. Bucci, cubo 42B, 87036 Rende (CS), Italy (E-mail: patpiro@dds.unical.it; carbone@dds.unical.it)

2. Department of Environmental Engineering Sciences - University of Florida, 218 Black Hall, Gainesville, Florida 32611-6450 USA (E-mail: giusi82@ufl.edu)

Abstract

The Best Management Practices (BMPs), the volume control and pollutant mass removal operated with a stormwater tanks are investigated in the present work. Data collected in 2007 during two monitoring campaigns was used to this aim. During the first monitoring campaign were observed six rainfall-runoff events, and was collected hydrological and quality data that were used to calibrate and to validate the SWMM (Storm Water Management Model – by USEPA) parameters. Ten rainfall-runoff events were observed during the second monitoring campaign, and the data were used to simulate, with SWMM, five different scenarios. Each scenario was characterized by a different tanks distribution on urban catchment surface. The results was analyzed in terms of overflow volume and overall pollutant mass in the receiving water body. The results obtained indicated a good efficiency of CSO volume control and pollutant mass removal for the scenarios characterized by multiple storage tanks implemented at specific locations.

Publisher

IWA Publishing

Subject

Water Science and Technology

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