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    Prediction of Flow Resistance in an Open Channel over Movable Beds Using Artificial Neural Network

    Source: Journal of Hydrologic Engineering:;2021:;Volume ( 026 ):;issue: 005::page 04021015-1
    Author:
    Satish Kumar
    ,
    Jnana Ranjan Khuntia
    ,
    Kishanjit Kumar Khatua
    DOI: 10.1061/(ASCE)HE.1943-5584.0002085
    Publisher: ASCE
    Abstract: Estimating flow resistance is essential for the hydraulic analysis of a river and the evaluation of conveyance in a specific flow condition. Under bed-load transport conditions, the resistance to the flow in an open channel is different from fixed-bed condition and requires a distinct method for its evaluation. The geometric and hydraulic parameters influence flow resistance characteristics in the mobile bed load. In the present study, a wide range of experimental flume data sets are investigated to derive the dependency of the dimensionless parameters on the flow resistance under mobile bed-load conditions. The five most important dimensionless parameters, such as relative submergence depth, bed slope, aspect ratio, Reynolds number, and Froude number, are suggested because they show a unique relationship to the dependent parameter. An artificial neural network (ANN) model to predict the flow resistance is proposed by considering these independent parameters as the input parameters. To verify the strength of the model, the performances of previous researchers’ models were also evaluated and compared with the present work by considering a wide range of data sets. It is found that the previous models can be used for a specific range of data sets only, whereas the proposed ANN-based model is capable of performing well for a wide range of geometric and hydraulic conditions of a channel.
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      Prediction of Flow Resistance in an Open Channel over Movable Beds Using Artificial Neural Network

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4271600
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    contributor authorSatish Kumar
    contributor authorJnana Ranjan Khuntia
    contributor authorKishanjit Kumar Khatua
    date accessioned2022-02-01T00:32:20Z
    date available2022-02-01T00:32:20Z
    date issued5/1/2021
    identifier other%28ASCE%29HE.1943-5584.0002085.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4271600
    description abstractEstimating flow resistance is essential for the hydraulic analysis of a river and the evaluation of conveyance in a specific flow condition. Under bed-load transport conditions, the resistance to the flow in an open channel is different from fixed-bed condition and requires a distinct method for its evaluation. The geometric and hydraulic parameters influence flow resistance characteristics in the mobile bed load. In the present study, a wide range of experimental flume data sets are investigated to derive the dependency of the dimensionless parameters on the flow resistance under mobile bed-load conditions. The five most important dimensionless parameters, such as relative submergence depth, bed slope, aspect ratio, Reynolds number, and Froude number, are suggested because they show a unique relationship to the dependent parameter. An artificial neural network (ANN) model to predict the flow resistance is proposed by considering these independent parameters as the input parameters. To verify the strength of the model, the performances of previous researchers’ models were also evaluated and compared with the present work by considering a wide range of data sets. It is found that the previous models can be used for a specific range of data sets only, whereas the proposed ANN-based model is capable of performing well for a wide range of geometric and hydraulic conditions of a channel.
    publisherASCE
    titlePrediction of Flow Resistance in an Open Channel over Movable Beds Using Artificial Neural Network
    typeJournal Paper
    journal volume26
    journal issue5
    journal titleJournal of Hydrologic Engineering
    identifier doi10.1061/(ASCE)HE.1943-5584.0002085
    journal fristpage04021015-1
    journal lastpage04021015-11
    page11
    treeJournal of Hydrologic Engineering:;2021:;Volume ( 026 ):;issue: 005
    contenttypeFulltext
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