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contributor authorShirley E. Clark
contributor authorChristopher D. Roenning
contributor authorJames C. Elligson
contributor authorJ. B. Mikula
date accessioned2017-05-08T21:41:21Z
date available2017-05-08T21:41:21Z
date copyrightAugust 2009
date issued2009
identifier other%28asce%29ee%2E1943-7870%2E0000026.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/59424
description abstractMany pollutants in storm-water runoff associate with the particulate fraction, as well as cause receiving water degradation themselves. Therefore, removing a substantial amount of the solids (such as all particles above a critical particle size) can reduce the concentrations of many pollutants. Enhanced sedimentation methods have been encouraged to reduce the footprint of treatment devices and meet the 80% suspended solids reduction goal established in many locations. Inclined plates/tube settlers, where overlapping plates result in large settling areas and small device footprints, treated multiple contaminants when operated in laminar flow conditions (Pitt et al. 1999). This project extends that work by investigating the potential of inclined plate settlers to treat runoff when Reynolds numbers ranged from 7.5 to 50,000. These settlers achieved high removals for particles with a density of sand over the range of Reynolds’ numbers. The influent-to-effluent median particle-size reduction in field testing was
publisherAmerican Society of Civil Engineers
titleInclined Plate Settlers to Treat Storm-Water Solids
typeJournal Paper
journal volume135
journal issue8
journal titleJournal of Environmental Engineering
identifier doi10.1061/(ASCE)EE.1943-7870.0000018
treeJournal of Environmental Engineering:;2009:;Volume ( 135 ):;issue: 008
contenttypeFulltext


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