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    Sensitivity Analysis and Predictive Uncertainty Using Inundation Observations for Parameter Estimation in Open-Channel Inverse Problem

    Source: Journal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 005
    Author:
    Hélène Roux
    ,
    Denis Dartus
    DOI: 10.1061/(ASCE)0733-9429(2008)134:5(541)
    Publisher: American Society of Civil Engineers
    Abstract: The necessity of an improvement of flood risk management has been emphasized by the importance of the damages caused by several disastrous floods in recent years. An obligatory way to better understand and forecast these events is to be able to accurately simulate the water transport in the river. Some parameters embedded in open-channel flow equations are difficult to calibrate in practice and hydraulic models are currently constrained by lack of data. The objective of this study is to test the potential of data typical of remote sensing imagery which may be used together with data assimilation methods to ascertain the value of a set of open-channel model parameters. Indeed, for the modeling of ungauged rivers, it may be necessary to estimate open-channel flow and/or morphological characteristics of the river. The innovation of the proposed methodology is to reconstitute information about the geometry of the river from top sight. A sensitivity analysis using the generalized sensitivity analysis method is carried out, together with an estimation of predictive uncertainty using the generalized likelihood uncertainty estimation, a methodology for calibration and uncertainty estimation of distributed models introduced by Beven and Binley (1992). The study aims at building a framework for parameter optimization in the case of ungauged rivers. The proposed method has been implemented on a reach of the Lèze River, located in the southwest of France.
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      Sensitivity Analysis and Predictive Uncertainty Using Inundation Observations for Parameter Estimation in Open-Channel Inverse Problem

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    http://yetl.yabesh.ir/yetl1/handle/yetl/26490
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    • Journal of Hydraulic Engineering

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    contributor authorHélène Roux
    contributor authorDenis Dartus
    date accessioned2017-05-08T20:46:06Z
    date available2017-05-08T20:46:06Z
    date copyrightMay 2008
    date issued2008
    identifier other%28asce%290733-9429%282008%29134%3A5%28541%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/26490
    description abstractThe necessity of an improvement of flood risk management has been emphasized by the importance of the damages caused by several disastrous floods in recent years. An obligatory way to better understand and forecast these events is to be able to accurately simulate the water transport in the river. Some parameters embedded in open-channel flow equations are difficult to calibrate in practice and hydraulic models are currently constrained by lack of data. The objective of this study is to test the potential of data typical of remote sensing imagery which may be used together with data assimilation methods to ascertain the value of a set of open-channel model parameters. Indeed, for the modeling of ungauged rivers, it may be necessary to estimate open-channel flow and/or morphological characteristics of the river. The innovation of the proposed methodology is to reconstitute information about the geometry of the river from top sight. A sensitivity analysis using the generalized sensitivity analysis method is carried out, together with an estimation of predictive uncertainty using the generalized likelihood uncertainty estimation, a methodology for calibration and uncertainty estimation of distributed models introduced by Beven and Binley (1992). The study aims at building a framework for parameter optimization in the case of ungauged rivers. The proposed method has been implemented on a reach of the Lèze River, located in the southwest of France.
    publisherAmerican Society of Civil Engineers
    titleSensitivity Analysis and Predictive Uncertainty Using Inundation Observations for Parameter Estimation in Open-Channel Inverse Problem
    typeJournal Paper
    journal volume134
    journal issue5
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(2008)134:5(541)
    treeJournal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 005
    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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