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contributor authorChad M. Cristina
contributor authorJohn J. Sansalone
date accessioned2017-05-08T21:39:36Z
date available2017-05-08T21:39:36Z
date copyrightApril 2003
date issued2003
identifier other%28asce%290733-9372%282003%29129%3A4%28298%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/58620
description abstractCommensurate with development of in situ storm-water control and treatment is the need to quantify the delivery and granulometry of the suspended particulate fraction in storm water. Consistent with this need, this study examined the so-called “first flush” phenomenon for suspended particles with a measured range from 2 to 75 μm (typically <50 μm), the appropriateness of a single- versus multiple-power-law model of particle-number density (PND), and the application of process selection diagrams for particle separation. In comparison to a defined concentration “first flush” during the early portion of the examined rainfall-runoff events, results indicate that a disproportionately high and in some cases a continuous suspended particle delivery phenomenon that followed the hydrology of the event occurred. Such results suggest that the entire event may require treatment, not solely the commonly designated “first flush” based on indices such as suspended solids. While a single-power law reasonably represented granulometric characteristics of suspended storm-water particulates, and in theory a continuously size-based power law is the most accurate representation; within the given suspended particle-size range a multiple-power law provided reasonable simplicity and accuracy for total PND, surface area, and particulate volume. Despite a wide range of hydrologic conditions for a series of nine rainfall-runoff events examined, process selection diagrams based on the number-volume mean size
publisherAmerican Society of Civil Engineers
title“First Flush,” Power Law and Particle Separation Diagrams for Urban Storm-Water Suspended Particulates
typeJournal Paper
journal volume129
journal issue4
journal titleJournal of Environmental Engineering
identifier doi10.1061/(ASCE)0733-9372(2003)129:4(298)
treeJournal of Environmental Engineering:;2003:;Volume ( 129 ):;issue: 004
contenttypeFulltext


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