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    Modeling Turbulent Transport in Stratified Estuary

    Source: Journal of Hydraulic Engineering:;1988:;Volume ( 114 ):;issue: 009
    Author:
    Siegfried Bloss
    ,
    Rainer Lehfeldt
    ,
    John C. Patterson
    DOI: 10.1061/(ASCE)0733-9429(1988)114:9(1115)
    Publisher: American Society of Civil Engineers
    Abstract: A finite difference mathematical model for the calculation of estuarine flow and transport processes is presented. Due to the emphasis on engineering applications, turbulence closure is formulated on the basis of mixing length and damping functions. The necessary empirical constants were determined from theoretical considerations and from data published in the literature from meteorological, oceanographic, and laboratory experiments, which yielded a set of parameters for eddy viscosity and eddy diffusivity not tuned to a particular system. Similarly, an integral model is derived to account for wind‐induced mixing in the case of highly variable meteorological conditions. Application of the model in a case study of the Trave estuary in northern Germany shows its predictive capability. A long‐term simulation of 85 days reproduced both total mixing events and strong stratification. The model showed good agreement with the extensive field data.
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      Modeling Turbulent Transport in Stratified Estuary

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/23047
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    • Journal of Hydraulic Engineering

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    contributor authorSiegfried Bloss
    contributor authorRainer Lehfeldt
    contributor authorJohn C. Patterson
    date accessioned2017-05-08T20:40:19Z
    date available2017-05-08T20:40:19Z
    date copyrightSeptember 1988
    date issued1988
    identifier other%28asce%290733-9429%281988%29114%3A9%281115%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/23047
    description abstractA finite difference mathematical model for the calculation of estuarine flow and transport processes is presented. Due to the emphasis on engineering applications, turbulence closure is formulated on the basis of mixing length and damping functions. The necessary empirical constants were determined from theoretical considerations and from data published in the literature from meteorological, oceanographic, and laboratory experiments, which yielded a set of parameters for eddy viscosity and eddy diffusivity not tuned to a particular system. Similarly, an integral model is derived to account for wind‐induced mixing in the case of highly variable meteorological conditions. Application of the model in a case study of the Trave estuary in northern Germany shows its predictive capability. A long‐term simulation of 85 days reproduced both total mixing events and strong stratification. The model showed good agreement with the extensive field data.
    publisherAmerican Society of Civil Engineers
    titleModeling Turbulent Transport in Stratified Estuary
    typeJournal Paper
    journal volume114
    journal issue9
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1988)114:9(1115)
    treeJournal of Hydraulic Engineering:;1988:;Volume ( 114 ):;issue: 009
    contenttypeFulltext
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