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    Lower Mississippi Salinity Analysis

    Source: Journal of Hydraulic Engineering:;1985:;Volume ( 111 ):;issue: 002
    Author:
    Armando Balloffet
    ,
    Deva K. Borah
    DOI: 10.1061/(ASCE)0733-9429(1985)111:2(300)
    Publisher: American Society of Civil Engineers
    Abstract: TWO procedures were developed to simulate salinity intrusion in the Mississippi River. The first one is based on the arrested salinity wedge theory and is applicable to quasi‐steady‐state flow conditions. It simulated very well the experimental results of Keulegan. It also simulated the positions of salt wedge tips and their interfaces in the Mississippi River with proper adjustment of the interfacial friction factor. The second one is a steady‐dynamic routing model, which routes salt water in a cascade of reservoirs in the river bottom. Densimetric critical flow is assumed over a reservoir ridge. Error in storage definition is included in a calibration coefficient for the saltwater flow computations over the reservoir ridges. The model satisfactorily simulated durations of salt wedge presence along the lower Mississippi for the existing conditions and after deepening the channel to 55 ft.
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      Lower Mississippi Salinity Analysis

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    http://yetl.yabesh.ir/yetl1/handle/yetl/22451
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    contributor authorArmando Balloffet
    contributor authorDeva K. Borah
    date accessioned2017-05-08T20:39:12Z
    date available2017-05-08T20:39:12Z
    date copyrightFebruary 1985
    date issued1985
    identifier other%28asce%290733-9429%281985%29111%3A2%28300%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/22451
    description abstractTWO procedures were developed to simulate salinity intrusion in the Mississippi River. The first one is based on the arrested salinity wedge theory and is applicable to quasi‐steady‐state flow conditions. It simulated very well the experimental results of Keulegan. It also simulated the positions of salt wedge tips and their interfaces in the Mississippi River with proper adjustment of the interfacial friction factor. The second one is a steady‐dynamic routing model, which routes salt water in a cascade of reservoirs in the river bottom. Densimetric critical flow is assumed over a reservoir ridge. Error in storage definition is included in a calibration coefficient for the saltwater flow computations over the reservoir ridges. The model satisfactorily simulated durations of salt wedge presence along the lower Mississippi for the existing conditions and after deepening the channel to 55 ft.
    publisherAmerican Society of Civil Engineers
    titleLower Mississippi Salinity Analysis
    typeJournal Paper
    journal volume111
    journal issue2
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1985)111:2(300)
    treeJournal of Hydraulic Engineering:;1985:;Volume ( 111 ):;issue: 002
    contenttypeFulltext
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