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    Water-Stage Forecasting in a Multitributary Tidal River Using a Bidirectional Muskingum Method

    Source: Journal of Hydrologic Engineering:;2009:;Volume ( 014 ):;issue: 012
    Author:
    Qu Si-min
    ,
    Bao Wei-min
    ,
    Shi Peng
    ,
    Yu Zhongbo
    ,
    Jiang Peng
    DOI: 10.1061/(ASCE)HE.1943-5584.0000120
    Publisher: American Society of Civil Engineers
    Abstract: The Muskingum flow routing method has been successfully used in many hydrologic applications due to its simplicity in concept and calculation. This paper presents a bidirectional Muskingum water-stage routing model (BDMWSRM) for water-stage forecasting in a tidal river with consideration of flood and tidal influences. The BDMWSRM separates the hydrologic processes of the tidal river into upper reach flood and downstream tidal waves, respectively. Muskingum water-stage routing method was first used to calculate the propagation of the flood and tidal waves; for the case of multitributary upper reaches, a first routing-second combining approach is used and then routed streamflows are summed up by using different weight factors for two water-stages based on the water-stage threshold. All the parameters used in the model can be adjusted automatically or determined manually. The BDMWSRM was applied in the Jiaojiang River, China for evaluating the tidal effect on the streamflow in this study. The simulated streamflows at the basin outlet capture the seasonal trends which compare realistically well with the observed in both temporal variation and intensities. The results indicate that the BDMWSRM can be applied successfully with high accuracy and reliability on the water-stage forecasting in a tidal river and fewer parameters may be required for model calibration, displaying the relative advantage of the model.
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      Water-Stage Forecasting in a Multitributary Tidal River Using a Bidirectional Muskingum Method

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    http://yetl.yabesh.ir/yetl1/handle/yetl/62985
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    contributor authorQu Si-min
    contributor authorBao Wei-min
    contributor authorShi Peng
    contributor authorYu Zhongbo
    contributor authorJiang Peng
    date accessioned2017-05-08T21:48:33Z
    date available2017-05-08T21:48:33Z
    date copyrightDecember 2009
    date issued2009
    identifier other%28asce%29he%2E1943-5584%2E0000139.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/62985
    description abstractThe Muskingum flow routing method has been successfully used in many hydrologic applications due to its simplicity in concept and calculation. This paper presents a bidirectional Muskingum water-stage routing model (BDMWSRM) for water-stage forecasting in a tidal river with consideration of flood and tidal influences. The BDMWSRM separates the hydrologic processes of the tidal river into upper reach flood and downstream tidal waves, respectively. Muskingum water-stage routing method was first used to calculate the propagation of the flood and tidal waves; for the case of multitributary upper reaches, a first routing-second combining approach is used and then routed streamflows are summed up by using different weight factors for two water-stages based on the water-stage threshold. All the parameters used in the model can be adjusted automatically or determined manually. The BDMWSRM was applied in the Jiaojiang River, China for evaluating the tidal effect on the streamflow in this study. The simulated streamflows at the basin outlet capture the seasonal trends which compare realistically well with the observed in both temporal variation and intensities. The results indicate that the BDMWSRM can be applied successfully with high accuracy and reliability on the water-stage forecasting in a tidal river and fewer parameters may be required for model calibration, displaying the relative advantage of the model.
    publisherAmerican Society of Civil Engineers
    titleWater-Stage Forecasting in a Multitributary Tidal River Using a Bidirectional Muskingum Method
    typeJournal Paper
    journal volume14
    journal issue12
    journal titleJournal of Hydrologic Engineering
    identifier doi10.1061/(ASCE)HE.1943-5584.0000120
    treeJournal of Hydrologic Engineering:;2009:;Volume ( 014 ):;issue: 012
    contenttypeFulltext
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