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    Diffusion and Dispersion in Coastal Waters

    Source: Journal of Hydraulic Engineering:;1990:;Volume ( 116 ):;issue: 010
    Author:
    E. John List
    ,
    Gregory Gartrel
    ,
    Clinton D. Winant
    DOI: 10.1061/(ASCE)0733-9429(1990)116:10(1158)
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the results of oceanographic drogue and current meter studies performed in the coastal waters of southern California. The purpose of the study was to evaluate, over diurnal periods, the transport and dispersing properties of the oceanographic currents at this location and relate them to extant theories of diffusion and dispersion in coastal waters. The measurements provide useful results concerning Lagrangian and Eulerian estimates of turbulent diffusivity. In particular, they show the importance of regarding diffusivity as an ensemble average property of the turbulent flow field, and that great care is necessary in applying the concept to single realization studies. The studies show that under some tide conditions significant negative diffusivities are possible. Furthermore, it is found that at this location coastal motions tend to be very coherent up to scales of 4–5 km, at which point they become rapidly dispersive. The results provide information of value to engineers concerned with the design of ocean disposal systems.
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      Diffusion and Dispersion in Coastal Waters

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    contributor authorE. John List
    contributor authorGregory Gartrel
    contributor authorClinton D. Winant
    date accessioned2017-05-08T20:40:43Z
    date available2017-05-08T20:40:43Z
    date copyrightOctober 1990
    date issued1990
    identifier other%28asce%290733-9429%281990%29116%3A10%281158%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/23240
    description abstractThis paper presents the results of oceanographic drogue and current meter studies performed in the coastal waters of southern California. The purpose of the study was to evaluate, over diurnal periods, the transport and dispersing properties of the oceanographic currents at this location and relate them to extant theories of diffusion and dispersion in coastal waters. The measurements provide useful results concerning Lagrangian and Eulerian estimates of turbulent diffusivity. In particular, they show the importance of regarding diffusivity as an ensemble average property of the turbulent flow field, and that great care is necessary in applying the concept to single realization studies. The studies show that under some tide conditions significant negative diffusivities are possible. Furthermore, it is found that at this location coastal motions tend to be very coherent up to scales of 4–5 km, at which point they become rapidly dispersive. The results provide information of value to engineers concerned with the design of ocean disposal systems.
    publisherAmerican Society of Civil Engineers
    titleDiffusion and Dispersion in Coastal Waters
    typeJournal Paper
    journal volume116
    journal issue10
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1990)116:10(1158)
    treeJournal of Hydraulic Engineering:;1990:;Volume ( 116 ):;issue: 010
    contenttypeFulltext
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