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contributor authorGiuseppe De Martino
contributor authorFrancesco De Paola
contributor authorNicola Fontana
contributor authorGustavo Marini
contributor authorAntonio Ranucci
date accessioned2017-05-08T22:02:41Z
date available2017-05-08T22:02:41Z
date copyrightMarch 2011
date issued2011
identifier other%28asce%29up%2E1943-5444%2E0000083.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/69704
description abstractUrban runoff discharges in receiving water are a significant source of pollution. Storm-water tanks are one of the most effective facilities used for reducing the impact of first-flush pollution. Nevertheless, because the system performance depends on many parameters, design criteria for storm-water tanks are not completely consolidated in the literature. To assess the influence of the rainfall regime on the system performance, extensive numerical simulations from 45 rain gauges in Campania, Italy, were calculated. A typical Italian urban catchment was considered in simulations. Hydrographs and pollutographs were generated to analyze the operation of different sewer and tank configurations. All simulations showed a negligible influence of the rainfall regime on the phenomenon, thus suggesting a simplified approach to estimate the average pollution reduction by using storm-water tanks. The analysis shows good agreement between the values estimated from the proposed approach and the results provided by continuous simulations.
publisherAmerican Society of Civil Engineers
titlePollution Reduction in Receivers: Storm-Water Tanks
typeJournal Paper
journal volume137
journal issue1
journal titleJournal of Urban Planning and Development
identifier doi10.1061/(ASCE)UP.1943-5444.0000037
treeJournal of Urban Planning and Development:;2011:;Volume ( 137 ):;issue: 001
contenttypeFulltext


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