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contributor authorRyan J. Winston
contributor authorWilliam F. Hunt
contributor authorShawn G. Kennedy
contributor authorJason D. Wright
contributor authorMatthew S. Lauffer
date accessioned2017-05-08T21:42:05Z
date available2017-05-08T21:42:05Z
date copyrightJanuary 2012
date issued2012
identifier other%28asce%29ee%2E1943-7870%2E0000462.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/59883
description abstractThe thousands of kilometers of highways in North Carolina have the potential to generate large amounts of storm-water runoff. Thus, investigation of storm-water control measures (SCMs) for these somewhat unique linear catchments, where space is limited for SCM implementation, was needed. This study examined the quantity and quality of highway runoff at four sites over a 48-km stretch of Interstate 40 in the coastal plain of North Carolina. The highway had a 4-cm overlay of permeable asphalt, known as permeable friction course (PFC), which influenced the export of sediment-bound pollutants and produced median effluent concentrations of total suspended solids (TSS) of
publisherAmerican Society of Civil Engineers
titleField Evaluation of Storm-Water Control Measures for Highway Runoff Treatment
typeJournal Paper
journal volume138
journal issue1
journal titleJournal of Environmental Engineering
identifier doi10.1061/(ASCE)EE.1943-7870.0000454
treeJournal of Environmental Engineering:;2012:;Volume ( 138 ):;issue: 001
contenttypeFulltext


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