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    Physically Based and Data-Driven Models and Propagation of Input Uncertainties in River Flood Prediction

    Source: Journal of Hydrologic Engineering:;2009:;Volume ( 014 ):;issue: 012
    Author:
    Rajesh Raj Shrestha
    ,
    Franz Nestmann
    DOI: 10.1061/(ASCE)HE.1943-5584.0000123
    Publisher: American Society of Civil Engineers
    Abstract: The understanding of the model capabilities and inherent uncertainties is vital in river flood prediction systems. This paper addresses the need by considering two conventional models: hydrodynamic (HD) model and Muskingum-Cunge (MC) hydrologic routing model, and two data-driven models: artificial neural network and adaptive network based fuzzy inference system. A major source of uncertainty in all of these models is in input discharge due to the stage-discharge relationship. The study considers the uncertainty by defining fuzzy uncertainty bounds of relationship, which is used for propagation of uncertainties in each of these models. This approach is applied to the Rhine-Neckar river confluence in Germany. The results of the study indicate that all four models are capable of producing good results. While the statistical performance of the MC routing model and two data-driven models are slightly better than the HD model, the HD model is more robust in handling uncertainties. The study therefore suggests that it is important to consider both the performance and uncertainties in these models and it is more appropriate to use more than one model for river flood prediction.
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      Physically Based and Data-Driven Models and Propagation of Input Uncertainties in River Flood Prediction

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    http://yetl.yabesh.ir/yetl1/handle/yetl/62988
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    contributor authorRajesh Raj Shrestha
    contributor authorFranz Nestmann
    date accessioned2017-05-08T21:48:34Z
    date available2017-05-08T21:48:34Z
    date copyrightDecember 2009
    date issued2009
    identifier other%28asce%29he%2E1943-5584%2E0000141.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/62988
    description abstractThe understanding of the model capabilities and inherent uncertainties is vital in river flood prediction systems. This paper addresses the need by considering two conventional models: hydrodynamic (HD) model and Muskingum-Cunge (MC) hydrologic routing model, and two data-driven models: artificial neural network and adaptive network based fuzzy inference system. A major source of uncertainty in all of these models is in input discharge due to the stage-discharge relationship. The study considers the uncertainty by defining fuzzy uncertainty bounds of relationship, which is used for propagation of uncertainties in each of these models. This approach is applied to the Rhine-Neckar river confluence in Germany. The results of the study indicate that all four models are capable of producing good results. While the statistical performance of the MC routing model and two data-driven models are slightly better than the HD model, the HD model is more robust in handling uncertainties. The study therefore suggests that it is important to consider both the performance and uncertainties in these models and it is more appropriate to use more than one model for river flood prediction.
    publisherAmerican Society of Civil Engineers
    titlePhysically Based and Data-Driven Models and Propagation of Input Uncertainties in River Flood Prediction
    typeJournal Paper
    journal volume14
    journal issue12
    journal titleJournal of Hydrologic Engineering
    identifier doi10.1061/(ASCE)HE.1943-5584.0000123
    treeJournal of Hydrologic Engineering:;2009:;Volume ( 014 ):;issue: 012
    contenttypeFulltext
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