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    Automatic Calibration of the U.S. EPA SWMM Model for a Large Urban Catchment

    Source: Journal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 004
    Author:
    Janet Barco
    ,
    Kenneth M. Wong
    ,
    Michael K. Stenstrom
    DOI: 10.1061/(ASCE)0733-9429(2008)134:4(466)
    Publisher: American Society of Civil Engineers
    Abstract: The Storm Water Management Model was adapted and calibrated to the Ballona Creek Watershed, a large urban catchment in Southern California. A geographic information system (GIS) was used to process the input data and generate the spatial distribution of precipitation. An optimization procedure using the complex method was incorporated to estimate runoff parameters, and ten storms were used for calibration and validation. The calibrated model predicted the observed outputs with reasonable accuracy. A sensitivity analysis showed the impact of the model parameters, and results were most sensitive to imperviousness and impervious depression storage and least sensitive to Manning roughness for surface flow. Optimized imperviousness was greater than imperviousness predicted from land-use information. The results demonstrate that this methodology of integrating GIS and stormwater model with a constrained optimization technique can be applied to large watersheds.
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      Automatic Calibration of the U.S. EPA SWMM Model for a Large Urban Catchment

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    http://yetl.yabesh.ir/yetl1/handle/yetl/26476
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    contributor authorJanet Barco
    contributor authorKenneth M. Wong
    contributor authorMichael K. Stenstrom
    date accessioned2017-05-08T20:46:04Z
    date available2017-05-08T20:46:04Z
    date copyrightApril 2008
    date issued2008
    identifier other%28asce%290733-9429%282008%29134%3A4%28466%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/26476
    description abstractThe Storm Water Management Model was adapted and calibrated to the Ballona Creek Watershed, a large urban catchment in Southern California. A geographic information system (GIS) was used to process the input data and generate the spatial distribution of precipitation. An optimization procedure using the complex method was incorporated to estimate runoff parameters, and ten storms were used for calibration and validation. The calibrated model predicted the observed outputs with reasonable accuracy. A sensitivity analysis showed the impact of the model parameters, and results were most sensitive to imperviousness and impervious depression storage and least sensitive to Manning roughness for surface flow. Optimized imperviousness was greater than imperviousness predicted from land-use information. The results demonstrate that this methodology of integrating GIS and stormwater model with a constrained optimization technique can be applied to large watersheds.
    publisherAmerican Society of Civil Engineers
    titleAutomatic Calibration of the U.S. EPA SWMM Model for a Large Urban Catchment
    typeJournal Paper
    journal volume134
    journal issue4
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(2008)134:4(466)
    treeJournal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 004
    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
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