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    Two‐Dimensional Mass Transport in Estuaries

    Source: Journal of Hydraulic Engineering:;1984:;Volume ( 110 ):;issue: 010
    Author:
    Wu‐Seng Lung
    ,
    Donald J. O'Connor
    DOI: 10.1061/(ASCE)0733-9429(1984)110:10(1340)
    Publisher: American Society of Civil Engineers
    Abstract: On a tidally averaged basis, the two‐dimensional estuarine circulation is characterized by a horizontal seaward velocity in the upper layer and a landward velocity in the lower layer, with a compensating vertical velocity to maintain hydraulic continuity. A relatively simple method of analysis is developed for this type of circulation from the hydrodynamic equations of momentum, continuity, and state. It is based on the condition that the salinity distributions in both the longitudinal and vertical directions are known or may be assigned. In addition to an analytical solution for the horizontal and vertical velocities, the analysis generates the values of vertical eddy viscosity which characterizes the vertical exchange of momentum, an important process of circulation in partially mixed estuaries. Successful applications of the analysis to a number of estuaries throughout the country prove that the present method is efficient and simple to use. The present method of analysis offers a definite advantage as a first approximation to this type of estuarine circulation.
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      Two‐Dimensional Mass Transport in Estuaries

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    contributor authorWu‐Seng Lung
    contributor authorDonald J. O'Connor
    date accessioned2017-05-08T20:38:43Z
    date available2017-05-08T20:38:43Z
    date copyrightOctober 1984
    date issued1984
    identifier other%28asce%290733-9429%281984%29110%3A10%281340%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/22200
    description abstractOn a tidally averaged basis, the two‐dimensional estuarine circulation is characterized by a horizontal seaward velocity in the upper layer and a landward velocity in the lower layer, with a compensating vertical velocity to maintain hydraulic continuity. A relatively simple method of analysis is developed for this type of circulation from the hydrodynamic equations of momentum, continuity, and state. It is based on the condition that the salinity distributions in both the longitudinal and vertical directions are known or may be assigned. In addition to an analytical solution for the horizontal and vertical velocities, the analysis generates the values of vertical eddy viscosity which characterizes the vertical exchange of momentum, an important process of circulation in partially mixed estuaries. Successful applications of the analysis to a number of estuaries throughout the country prove that the present method is efficient and simple to use. The present method of analysis offers a definite advantage as a first approximation to this type of estuarine circulation.
    publisherAmerican Society of Civil Engineers
    titleTwo‐Dimensional Mass Transport in Estuaries
    typeJournal Paper
    journal volume110
    journal issue10
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1984)110:10(1340)
    treeJournal of Hydraulic Engineering:;1984:;Volume ( 110 ):;issue: 010
    contenttypeFulltext
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