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    Frequency Methodology for Evaluating Urban and Highway Storm-Water Quality Control Infiltration BMPs

    Source: Journal of Water Resources Planning and Management:;2010:;Volume ( 136 ):;issue: 002
    Author:
    Joong Gwang Lee
    ,
    James P. Heaney
    ,
    Chelisa A. Pack
    DOI: 10.1061/(ASCE)0733-9496(2010)136:2(237)
    Publisher: American Society of Civil Engineers
    Abstract: Time domain continuous simulation models using simple or detailed process models are routinely used to analyze storm-water control options. The interest in decentralized controls has generated the need to develop tools that can evaluate performance when response times are very short and may even be shorter than the available precipitation data. The effect of storage is much less in infiltration based systems so simpler frequency domain approaches can be useful. A simple, but reasonably reliable, model has been developed on the basis of system response time and frequency analysis using long-term precipitation data. In the model, the performance of a storm-water management facility is related to the loading rate of storm water onto the facility. Performance is estimated using long-term precipitation data, catchment information, and storm-water management facility specification. The developed frequency model provides a simple and relatively accurate way to estimate the overall performance of infiltration best management practices (BMPs) over a range of storm events. It can be calibrated using local field data and a more detailed time domain process simulator and then used to provide a macrolevel evaluation model that can be used to find the overall optimal control strategy.
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      Frequency Methodology for Evaluating Urban and Highway Storm-Water Quality Control Infiltration BMPs

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    http://yetl.yabesh.ir/yetl1/handle/yetl/40273
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    • Journal of Water Resources Planning and Management

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    contributor authorJoong Gwang Lee
    contributor authorJames P. Heaney
    contributor authorChelisa A. Pack
    date accessioned2017-05-08T21:08:32Z
    date available2017-05-08T21:08:32Z
    date copyrightMarch 2010
    date issued2010
    identifier other%28asce%290733-9496%282010%29136%3A2%28237%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/40273
    description abstractTime domain continuous simulation models using simple or detailed process models are routinely used to analyze storm-water control options. The interest in decentralized controls has generated the need to develop tools that can evaluate performance when response times are very short and may even be shorter than the available precipitation data. The effect of storage is much less in infiltration based systems so simpler frequency domain approaches can be useful. A simple, but reasonably reliable, model has been developed on the basis of system response time and frequency analysis using long-term precipitation data. In the model, the performance of a storm-water management facility is related to the loading rate of storm water onto the facility. Performance is estimated using long-term precipitation data, catchment information, and storm-water management facility specification. The developed frequency model provides a simple and relatively accurate way to estimate the overall performance of infiltration best management practices (BMPs) over a range of storm events. It can be calibrated using local field data and a more detailed time domain process simulator and then used to provide a macrolevel evaluation model that can be used to find the overall optimal control strategy.
    publisherAmerican Society of Civil Engineers
    titleFrequency Methodology for Evaluating Urban and Highway Storm-Water Quality Control Infiltration BMPs
    typeJournal Paper
    journal volume136
    journal issue2
    journal titleJournal of Water Resources Planning and Management
    identifier doi10.1061/(ASCE)0733-9496(2010)136:2(237)
    treeJournal of Water Resources Planning and Management:;2010:;Volume ( 136 ):;issue: 002
    contenttypeFulltext
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