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    Side-by-Side Comparison of Nitrogen Species Removal for Four Types of Permeable Pavement and Standard Asphalt in Eastern North Carolina

    Source: Journal of Hydrologic Engineering:;2010:;Volume ( 015 ):;issue: 006
    Author:
    Kelly A. Collins
    ,
    William F. Hunt
    ,
    Jon M. Hathaway
    DOI: 10.1061/(ASCE)HE.1943-5584.0000139
    Publisher: American Society of Civil Engineers
    Abstract: A 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,
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      Side-by-Side Comparison of Nitrogen Species Removal for Four Types of Permeable Pavement and Standard Asphalt in Eastern North Carolina

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/63005
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    • Journal of Hydrologic Engineering

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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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