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    Plume Dilution for Diffusers With Multiport Risers

    Source: Journal of Hydraulic Engineering:;1983:;Volume ( 109 ):;issue: 002
    Author:
    Morton S. Isaacson
    ,
    Robert C. Y. Koh
    ,
    Norman H. Brooks
    DOI: 10.1061/(ASCE)0733-9429(1983)109:2(199)
    Publisher: American Society of Civil Engineers
    Abstract: The near field plume dilutions from ocean outfall line diffusers consisting of evenly spaced risers with clusters of two to eight ports per riser have been measured in a two‐dimensional sectional hydraulic model. Tests were run under both idealized and measured ocean current and stratification conditions. A mathematical model was successfully correlated with tests not involving ambient currents, thus providing a useful design tool. The laboratory results show that, for the cases studied, the initial dilution is at most a weak function of whether the discharge ports are clustered or evenly distributed along the diffuses and that the minimum dilution increases with decreasing port size (limited, ultimately, to that of a line source). Therefore, the most cost effective design for riser equipped ocean wastewater diffusers may involve the smallest port diameters permitted by other design considerations, and clustering many ports per riser to decrease the number of risers needed.
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      Plume Dilution for Diffusers With Multiport Risers

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    http://yetl.yabesh.ir/yetl1/handle/yetl/22043
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    contributor authorMorton S. Isaacson
    contributor authorRobert C. Y. Koh
    contributor authorNorman H. Brooks
    date accessioned2017-05-08T20:38:26Z
    date available2017-05-08T20:38:26Z
    date copyrightFebruary 1983
    date issued1983
    identifier other%28asce%290733-9429%281983%29109%3A2%28199%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/22043
    description abstractThe near field plume dilutions from ocean outfall line diffusers consisting of evenly spaced risers with clusters of two to eight ports per riser have been measured in a two‐dimensional sectional hydraulic model. Tests were run under both idealized and measured ocean current and stratification conditions. A mathematical model was successfully correlated with tests not involving ambient currents, thus providing a useful design tool. The laboratory results show that, for the cases studied, the initial dilution is at most a weak function of whether the discharge ports are clustered or evenly distributed along the diffuses and that the minimum dilution increases with decreasing port size (limited, ultimately, to that of a line source). Therefore, the most cost effective design for riser equipped ocean wastewater diffusers may involve the smallest port diameters permitted by other design considerations, and clustering many ports per riser to decrease the number of risers needed.
    publisherAmerican Society of Civil Engineers
    titlePlume Dilution for Diffusers With Multiport Risers
    typeJournal Paper
    journal volume109
    journal issue2
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1983)109:2(199)
    treeJournal of Hydraulic Engineering:;1983:;Volume ( 109 ):;issue: 002
    contenttypeFulltext
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