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    Modeling Horizontal Diffusion with Sigma Coordinate System

    Source: Journal of Hydraulic Engineering:;1996:;Volume ( 122 ):;issue: 006
    Author:
    Wenrui Huang
    ,
    Malcolm Spaulding
    DOI: 10.1061/(ASCE)0733-9429(1996)122:6(349)
    Publisher: American Society of Civil Engineers
    Abstract: Accurate calculation of horizontal diffusive transport is important in modeling temperature, salinity, sediment, and pollutant transport in estuaries and the coastal ocean. Many three-dimensional estuarine and coastal ocean models employ a so-called sigma coordinate transformation because of its useful applications with irregular bathymetry. However, for steep bottom slopes, the conventional definition of horizontal diffusion causes spurious diffusive transport. In this paper, a new formula is presented and tested for salinity diffusion in a quiescent-sloping basin under no external forces. Results indicate that this formula produces almost no spurious diffusion, so that the initial salinity field remains unchanged after a 30-d simulation.
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      Modeling Horizontal Diffusion with Sigma Coordinate System

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    contributor authorWenrui Huang
    contributor authorMalcolm Spaulding
    date accessioned2017-05-08T20:42:35Z
    date available2017-05-08T20:42:35Z
    date copyrightJune 1996
    date issued1996
    identifier other%28asce%290733-9429%281996%29122%3A6%28349%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/24290
    description abstractAccurate calculation of horizontal diffusive transport is important in modeling temperature, salinity, sediment, and pollutant transport in estuaries and the coastal ocean. Many three-dimensional estuarine and coastal ocean models employ a so-called sigma coordinate transformation because of its useful applications with irregular bathymetry. However, for steep bottom slopes, the conventional definition of horizontal diffusion causes spurious diffusive transport. In this paper, a new formula is presented and tested for salinity diffusion in a quiescent-sloping basin under no external forces. Results indicate that this formula produces almost no spurious diffusion, so that the initial salinity field remains unchanged after a 30-d simulation.
    publisherAmerican Society of Civil Engineers
    titleModeling Horizontal Diffusion with Sigma Coordinate System
    typeJournal Paper
    journal volume122
    journal issue6
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1996)122:6(349)
    treeJournal of Hydraulic Engineering:;1996:;Volume ( 122 ):;issue: 006
    contenttypeFulltext
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