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    Potential for Existing Detention Basins to Comply with Updated Stormwater Rules: Case Study

    Source: Journal of Hydrologic Engineering:;2016:;Volume ( 021 ):;issue: 001
    Author:
    Allyson B. Salisbury
    ,
    Christopher C. Obropta
    DOI: 10.1061/(ASCE)HE.1943-5584.0001254
    Publisher: American Society of Civil Engineers
    Abstract: In 2004 the State of New Jersey updated its stormwater management regulations with stricter design standards for attenuating peak flow, improving water quality, and recharging groundwater. This case study modeled four properties in Middlesex County, New Jersey to examine the potential of basins built before 2004 to comply with the new design standards. None of the models meets all aspects of the 2004 regulations. The model of a 10-year-old residential site produces results within 10% of two of the peak flow reduction targets and provides 18% of the target groundwater recharge volume. The model of a 32-year-old basin does not meet any of the peak flow reduction targets, has a detention time of less than 1 h and infiltrates 1% of its target recharge volume. A hypothetical hydraulic conductivity of 5  cm/h was added to the models to explore the potential effects of a soil restoration technique such as deep tillage. With this rate, the groundwater recharge for the 10-, 21-, and 32-year-old models increases to 101, 21, and 22% of their target volumes.
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      Potential for Existing Detention Basins to Comply with Updated Stormwater Rules: Case Study

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4239424
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    • Journal of Hydrologic Engineering

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    contributor authorAllyson B. Salisbury
    contributor authorChristopher C. Obropta
    date accessioned2017-12-16T09:10:01Z
    date available2017-12-16T09:10:01Z
    date issued2016
    identifier other%28ASCE%29HE.1943-5584.0001254.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4239424
    description abstractIn 2004 the State of New Jersey updated its stormwater management regulations with stricter design standards for attenuating peak flow, improving water quality, and recharging groundwater. This case study modeled four properties in Middlesex County, New Jersey to examine the potential of basins built before 2004 to comply with the new design standards. None of the models meets all aspects of the 2004 regulations. The model of a 10-year-old residential site produces results within 10% of two of the peak flow reduction targets and provides 18% of the target groundwater recharge volume. The model of a 32-year-old basin does not meet any of the peak flow reduction targets, has a detention time of less than 1 h and infiltrates 1% of its target recharge volume. A hypothetical hydraulic conductivity of 5  cm/h was added to the models to explore the potential effects of a soil restoration technique such as deep tillage. With this rate, the groundwater recharge for the 10-, 21-, and 32-year-old models increases to 101, 21, and 22% of their target volumes.
    publisherAmerican Society of Civil Engineers
    titlePotential for Existing Detention Basins to Comply with Updated Stormwater Rules: Case Study
    typeJournal Paper
    journal volume21
    journal issue1
    journal titleJournal of Hydrologic Engineering
    identifier doi10.1061/(ASCE)HE.1943-5584.0001254
    treeJournal of Hydrologic Engineering:;2016:;Volume ( 021 ):;issue: 001
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian