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    Comparative Case Study of Rainfall-Runoff Modeling between SWMM and Fuzzy Logic Approach

    Source: Journal of Hydrologic Engineering:;2012:;Volume ( 017 ):;issue: 002
    Author:
    Keh-Han Wang
    ,
    Abdusselam Altunkaynak
    DOI: 10.1061/(ASCE)HE.1943-5584.0000419
    Publisher: American Society of Civil Engineers
    Abstract: A comprehensive hydrological model, like the storm water management model (SWMM), has been widely used for rainfall-runoff simulation. In recent years, simple and effective modern modeling techniques have also brought great attention to the prediction of runoff with rainfall input. A comparative case study between SWMM and a presently developed fuzzy logic model for the predictions of total runoff within the watershed of Cascina Scala, Pavia in Italy is presented. A data set of 23 events from 2000 to 2003 including with the total rainfall and total runoff are adopted to train fuzzy logic parameters. Other data (1990–1995) with detailed time variations of rainfall and runoff are available for the setup and calibration of SWMM for runoff modeling. Among the 1990–1995 data, 35 independent rainfall events are selected to test the prediction performance of the SWMM and fuzzy logic models by comparing the predicted total runoffs with measured data. Comparisons and performance analyses in terms of the root-mean-squared error and coefficient of efficiency are made between the SWMM and the fuzzy logic model. The predicted total runoffs from either the SWMM or the fuzzy logic model are found to agree reasonably well with the measured data. For large rainfall events, the fuzzy logic model generally outperforms the SWMM unless the modification of the impervious ratio is applied to improve the SWMM results. However, the SWMM can produce the time varying hydrograph whereas fuzzy logic is subject to limitation of the methodology and is unable to generate such an output.
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      Comparative Case Study of Rainfall-Runoff Modeling between SWMM and Fuzzy Logic Approach

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    contributor authorKeh-Han Wang
    contributor authorAbdusselam Altunkaynak
    date accessioned2017-05-08T21:49:05Z
    date available2017-05-08T21:49:05Z
    date copyrightFebruary 2012
    date issued2012
    identifier other%28asce%29he%2E1943-5584%2E0000440.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/63299
    description abstractA comprehensive hydrological model, like the storm water management model (SWMM), has been widely used for rainfall-runoff simulation. In recent years, simple and effective modern modeling techniques have also brought great attention to the prediction of runoff with rainfall input. A comparative case study between SWMM and a presently developed fuzzy logic model for the predictions of total runoff within the watershed of Cascina Scala, Pavia in Italy is presented. A data set of 23 events from 2000 to 2003 including with the total rainfall and total runoff are adopted to train fuzzy logic parameters. Other data (1990–1995) with detailed time variations of rainfall and runoff are available for the setup and calibration of SWMM for runoff modeling. Among the 1990–1995 data, 35 independent rainfall events are selected to test the prediction performance of the SWMM and fuzzy logic models by comparing the predicted total runoffs with measured data. Comparisons and performance analyses in terms of the root-mean-squared error and coefficient of efficiency are made between the SWMM and the fuzzy logic model. The predicted total runoffs from either the SWMM or the fuzzy logic model are found to agree reasonably well with the measured data. For large rainfall events, the fuzzy logic model generally outperforms the SWMM unless the modification of the impervious ratio is applied to improve the SWMM results. However, the SWMM can produce the time varying hydrograph whereas fuzzy logic is subject to limitation of the methodology and is unable to generate such an output.
    publisherAmerican Society of Civil Engineers
    titleComparative Case Study of Rainfall-Runoff Modeling between SWMM and Fuzzy Logic Approach
    typeJournal Paper
    journal volume17
    journal issue2
    journal titleJournal of Hydrologic Engineering
    identifier doi10.1061/(ASCE)HE.1943-5584.0000419
    treeJournal of Hydrologic Engineering:;2012:;Volume ( 017 ):;issue: 002
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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