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    Automatic Calibration of Bed Friction Coefficients to Reduce the Influence of Seasonal Variation: Case of the Gironde Estuary

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2021:;Volume ( 147 ):;issue: 003::page 05021004-1
    Author:
    Nicolas Huybrechts
    ,
    Hassan Smaoui
    ,
    Sylvain Orseau
    ,
    Pablo Tassi
    ,
    Fabrice Klein
    DOI: 10.1061/(ASCE)WW.1943-5460.0000632
    Publisher: ASCE
    Abstract: An automatic procedure to identify the bed friction coefficient is tested on a 2D hydrodynamic model of the Gironde estuary (France). The proposed procedure involves an optimization algorithm based on evolution strategy, namely Covariance Matrix Adaptation Evolution Strategy. Without optimization, application of the same friction distribution to different hydrological conditions leads to significant relative error in water level prediction up to 20%–30%. For the tested configuration, 300 runs seemed to be sufficient to reach an optimal value whereas an additional 200 runs would help to gain an accuracy of a few millimeters (or 0.3%). In order to reach the same level of accuracy for the different hydrological configurations, it is necessary to adapt for each configuration of the bed friction coefficient. Such behavior tends to confirm a seasonal variation of the friction coefficient and this is particularly the case in the central part of the estuary. Different relationships of the friction coefficient according to the flowrate have been incorporated inside the 2D hydrodynamic model. These relationships effectively maintain an accurate prediction of the water levels close to 10% for a wide range of hydrological configurations.
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      Automatic Calibration of Bed Friction Coefficients to Reduce the Influence of Seasonal Variation: Case of the Gironde Estuary

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4270652
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorNicolas Huybrechts
    contributor authorHassan Smaoui
    contributor authorSylvain Orseau
    contributor authorPablo Tassi
    contributor authorFabrice Klein
    date accessioned2022-01-31T23:57:52Z
    date available2022-01-31T23:57:52Z
    date issued5/1/2021
    identifier other%28ASCE%29WW.1943-5460.0000632.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4270652
    description abstractAn automatic procedure to identify the bed friction coefficient is tested on a 2D hydrodynamic model of the Gironde estuary (France). The proposed procedure involves an optimization algorithm based on evolution strategy, namely Covariance Matrix Adaptation Evolution Strategy. Without optimization, application of the same friction distribution to different hydrological conditions leads to significant relative error in water level prediction up to 20%–30%. For the tested configuration, 300 runs seemed to be sufficient to reach an optimal value whereas an additional 200 runs would help to gain an accuracy of a few millimeters (or 0.3%). In order to reach the same level of accuracy for the different hydrological configurations, it is necessary to adapt for each configuration of the bed friction coefficient. Such behavior tends to confirm a seasonal variation of the friction coefficient and this is particularly the case in the central part of the estuary. Different relationships of the friction coefficient according to the flowrate have been incorporated inside the 2D hydrodynamic model. These relationships effectively maintain an accurate prediction of the water levels close to 10% for a wide range of hydrological configurations.
    publisherASCE
    titleAutomatic Calibration of Bed Friction Coefficients to Reduce the Influence of Seasonal Variation: Case of the Gironde Estuary
    typeJournal Paper
    journal volume147
    journal issue3
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)WW.1943-5460.0000632
    journal fristpage05021004-1
    journal lastpage05021004-13
    page13
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2021:;Volume ( 147 ):;issue: 003
    contenttypeFulltext
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