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    Distribution of Retention Times in Biological Filters. I: Mathematical Model

    Source: Journal of Environmental Engineering:;1986:;Volume ( 112 ):;issue: 006
    Author:
    Yilmaz Muslu
    DOI: 10.1061/(ASCE)0733-9372(1986)112:6(1122)
    Publisher: American Society of Civil Engineers
    Abstract: An assemblage of spheres having a rhombic arrangement, whose spacing among the particle centers is adjusted according to the specified porosity, is used as a model to investigate the physics of the unsaturated flow through biological filters. The model was used to develop a mutual correspondence between the flow over a single sphere, the jet dropping from it, and the extremely complex flow through filters. It has been possible to clarify the mechanism of flow, and to express the various parameters characterizing the dispersion of soluble matter through beds in terms of the properties of the media and the fluid. These parameters correspond to the characteristic points of a curve of tracer concentration versus the elapsed time. They include the mean residence time, the modal time, and the theoretical detention time. Relations among these various definitions of flow times are investigated and equations expressing flow times as a function of surface tension of liquid; grain size, porosity, and other physical quantities related to the bed; and hydraulic quantities are given.
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      Distribution of Retention Times in Biological Filters. I: Mathematical Model

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    http://yetl.yabesh.ir/yetl1/handle/yetl/33987
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    contributor authorYilmaz Muslu
    date accessioned2017-05-08T20:58:34Z
    date available2017-05-08T20:58:34Z
    date copyrightDecember 1986
    date issued1986
    identifier other%28asce%290733-9372%281986%29112%3A6%281122%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/33987
    description abstractAn assemblage of spheres having a rhombic arrangement, whose spacing among the particle centers is adjusted according to the specified porosity, is used as a model to investigate the physics of the unsaturated flow through biological filters. The model was used to develop a mutual correspondence between the flow over a single sphere, the jet dropping from it, and the extremely complex flow through filters. It has been possible to clarify the mechanism of flow, and to express the various parameters characterizing the dispersion of soluble matter through beds in terms of the properties of the media and the fluid. These parameters correspond to the characteristic points of a curve of tracer concentration versus the elapsed time. They include the mean residence time, the modal time, and the theoretical detention time. Relations among these various definitions of flow times are investigated and equations expressing flow times as a function of surface tension of liquid; grain size, porosity, and other physical quantities related to the bed; and hydraulic quantities are given.
    publisherAmerican Society of Civil Engineers
    titleDistribution of Retention Times in Biological Filters. I: Mathematical Model
    typeJournal Paper
    journal volume112
    journal issue6
    journal titleJournal of Environmental Engineering
    identifier doi10.1061/(ASCE)0733-9372(1986)112:6(1122)
    treeJournal of Environmental Engineering:;1986:;Volume ( 112 ):;issue: 006
    contenttypeFulltext
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