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    Conceptual Model of Salinity Intrusion by Tidal Trapping

    Source: Journal of Hydraulic Engineering:;2019:;Volume ( 145 ):;issue: 010
    Author:
    R. C. Berger
    ,
    Jens Kiesel
    DOI: 10.1061/(ASCE)HY.1943-7900.0001627
    Publisher: American Society of Civil Engineers
    Abstract: Shallow bays along the fringe of an estuarine channel impact salinity distribution. The primary mechanism of impact has been termed “tidal trapping,” and is a result of the phase difference between the filling and emptying of the bay and the flow in the channel. This mechanism has been proposed as a major contributor to salinity intrusion in some locations. This paper creates a conceptual model to explain the increase or decrease in salinity intrusion based upon the channel tidal waveform and the character of the adjacent bay. Two idealized scenarios are used for this explanation: (1) Standing wave in the channel with a small phase lag in the bay tide; and (2) Progressive wave in the channel again with a small phase lag between the channel tide and the bay. This conceptual approach is useful for inspecting and understanding salinity intrusion processes in a complex estuary bay setting since the form of the wave can often be determined by generally available water surface gages along the estuary. A constructed numerical model of an estuary supports the conceptual model.
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      Conceptual Model of Salinity Intrusion by Tidal Trapping

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4260563
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    contributor authorR. C. Berger
    contributor authorJens Kiesel
    date accessioned2019-09-18T10:42:38Z
    date available2019-09-18T10:42:38Z
    date issued2019
    identifier other%28ASCE%29HY.1943-7900.0001627.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4260563
    description abstractShallow bays along the fringe of an estuarine channel impact salinity distribution. The primary mechanism of impact has been termed “tidal trapping,” and is a result of the phase difference between the filling and emptying of the bay and the flow in the channel. This mechanism has been proposed as a major contributor to salinity intrusion in some locations. This paper creates a conceptual model to explain the increase or decrease in salinity intrusion based upon the channel tidal waveform and the character of the adjacent bay. Two idealized scenarios are used for this explanation: (1) Standing wave in the channel with a small phase lag in the bay tide; and (2) Progressive wave in the channel again with a small phase lag between the channel tide and the bay. This conceptual approach is useful for inspecting and understanding salinity intrusion processes in a complex estuary bay setting since the form of the wave can often be determined by generally available water surface gages along the estuary. A constructed numerical model of an estuary supports the conceptual model.
    publisherAmerican Society of Civil Engineers
    titleConceptual Model of Salinity Intrusion by Tidal Trapping
    typeJournal Paper
    journal volume145
    journal issue10
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)HY.1943-7900.0001627
    page04019033
    treeJournal of Hydraulic Engineering:;2019:;Volume ( 145 ):;issue: 010
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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