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    Discharge Estimation of a Tidal River with Reverse Flow: Case of the Chao Phraya River, Thailand

    Source: Journal of Hydrologic Engineering:;2016:;Volume ( 021 ):;issue: 004
    Author:
    Chaiyuth Chinnarasri
    ,
    Nafisa Kemden
    DOI: 10.1061/(ASCE)HE.1943-5584.0001323
    Publisher: American Society of Civil Engineers
    Abstract: The aims of this research are to investigate the hydrodynamics in the downstream part of a tidal river and to rapidly estimate the discharge in the case of the lower Chao Phraya River, Thailand. During flood tide, the depth of the maximum velocity shifts toward the river bottom, whereas during ebb tide, the maximum velocity is located near the water surface. The discharge can be estimated from the area and the mean velocity, which is obtained from the entropy parameter and measurement of maximum velocity. When the entropic linear relationship is assumed to be constant for a station, the estimated discharge is lower than the measured value at flood tide, and in contrast, the estimated discharge is somewhat higher than the measured value at ebb tide. To get a highly reliable value of discharge estimation, the variation in location of maximum velocity with flood and ebb tides must be considered, especially where the location of measurement has a strong influence from tides.
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      Discharge Estimation of a Tidal River with Reverse Flow: Case of the Chao Phraya River, Thailand

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    contributor authorChaiyuth Chinnarasri
    contributor authorNafisa Kemden
    date accessioned2017-05-08T22:32:02Z
    date available2017-05-08T22:32:02Z
    date copyrightApril 2016
    date issued2016
    identifier other48707110.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/82156
    description abstractThe aims of this research are to investigate the hydrodynamics in the downstream part of a tidal river and to rapidly estimate the discharge in the case of the lower Chao Phraya River, Thailand. During flood tide, the depth of the maximum velocity shifts toward the river bottom, whereas during ebb tide, the maximum velocity is located near the water surface. The discharge can be estimated from the area and the mean velocity, which is obtained from the entropy parameter and measurement of maximum velocity. When the entropic linear relationship is assumed to be constant for a station, the estimated discharge is lower than the measured value at flood tide, and in contrast, the estimated discharge is somewhat higher than the measured value at ebb tide. To get a highly reliable value of discharge estimation, the variation in location of maximum velocity with flood and ebb tides must be considered, especially where the location of measurement has a strong influence from tides.
    publisherAmerican Society of Civil Engineers
    titleDischarge Estimation of a Tidal River with Reverse Flow: Case of the Chao Phraya River, Thailand
    typeJournal Paper
    journal volume21
    journal issue4
    journal titleJournal of Hydrologic Engineering
    identifier doi10.1061/(ASCE)HE.1943-5584.0001323
    treeJournal of Hydrologic Engineering:;2016:;Volume ( 021 ):;issue: 004
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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