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contributor authorKelly A. Collins
contributor authorWilliam F. Hunt
contributor authorJon M. Hathaway
date accessioned2017-05-08T21:48:36Z
date available2017-05-08T21:48:36Z
date copyrightJune 2010
date issued2010
identifier other%28asce%29he%2E1943-5584%2E0000157.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/63005
description abstractA 1 year-old parking lot in eastern North Carolina consisting of four types of side-by-side permeable pavement and standard asphalt was monitored from January 2007 to July 2007 for water quality differences among pavement types. The four permeable sections were pervious concrete (PC), two different types of permeable interlocking concrete pavement (PICP) with small-sized aggregate in the joints and having 12.9% (PICP1) and 8.5% (PICP2) open surface area, and concrete grid pavers (CGP) filled with sand. The site was located in poorly drained soils, and all permeable sections were underlain by a crushed stone base with a perforated pipe underdrain. Composite, flow-weighted samples of atmospheric deposition and asphalt runoff were compared to those of permeable pavement subsurface drainage for pH, TN,
publisherAmerican Society of Civil Engineers
titleSide-by-Side Comparison of Nitrogen Species Removal for Four Types of Permeable Pavement and Standard Asphalt in Eastern North Carolina
typeJournal Paper
journal volume15
journal issue6
journal titleJournal of Hydrologic Engineering
identifier doi10.1061/(ASCE)HE.1943-5584.0000139
treeJournal of Hydrologic Engineering:;2010:;Volume ( 015 ):;issue: 006
contenttypeFulltext


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