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    Mixing of Tee Diffusers in Shallow Water with Crossflow: A New Look

    Source: Journal of Hydraulic Engineering:;2019:;Volume ( 145 ):;issue: 004
    Author:
    Ishita Shrivastava; E. Eric Adams
    DOI: 10.1061/(ASCE)HY.1943-7900.0001574
    Publisher: American Society of Civil Engineers
    Abstract: This paper analyzes the mixing of a tee diffuser discharging in shallow water with currents. Experiments are conducted for tee diffusers with different designs discharging in a crossflow. Measurements of dilution are reported and analyzed along with the results obtained by previous studies to investigate the effects of different outfall and ambient parameters on dilution. The effect of ambient current speed, diffuser length, port spacing, port angle relative to horizontal, ambient depth, nearshore distance, and effluent buoyancy on dilution is examined. Previous investigations have shown markedly different effects of ambient current on the dilution of tee diffuser, characterized by the ratio of ambient momentum to discharge momentum. This apparent confusion is resolved by showing that much of the difference can be attributed to the different range of parameters used in different studies. While most studies have focused on minimum dilution within the plume, dilution measurements at the edge of a regulatory mixing zone are considered in this paper because they are important for satisfying regulatory requirements. Measurements of centerline and flux-averaged dilution at the edge of a mixing zone are reported. Recommendations are made for the design of tee diffusers in shallow receiving waters with crossflow.
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      Mixing of Tee Diffusers in Shallow Water with Crossflow: A New Look

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    contributor authorIshita Shrivastava; E. Eric Adams
    date accessioned2019-03-10T12:13:09Z
    date available2019-03-10T12:13:09Z
    date issued2019
    identifier other%28ASCE%29HY.1943-7900.0001574.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4255125
    description abstractThis paper analyzes the mixing of a tee diffuser discharging in shallow water with currents. Experiments are conducted for tee diffusers with different designs discharging in a crossflow. Measurements of dilution are reported and analyzed along with the results obtained by previous studies to investigate the effects of different outfall and ambient parameters on dilution. The effect of ambient current speed, diffuser length, port spacing, port angle relative to horizontal, ambient depth, nearshore distance, and effluent buoyancy on dilution is examined. Previous investigations have shown markedly different effects of ambient current on the dilution of tee diffuser, characterized by the ratio of ambient momentum to discharge momentum. This apparent confusion is resolved by showing that much of the difference can be attributed to the different range of parameters used in different studies. While most studies have focused on minimum dilution within the plume, dilution measurements at the edge of a regulatory mixing zone are considered in this paper because they are important for satisfying regulatory requirements. Measurements of centerline and flux-averaged dilution at the edge of a mixing zone are reported. Recommendations are made for the design of tee diffusers in shallow receiving waters with crossflow.
    publisherAmerican Society of Civil Engineers
    titleMixing of Tee Diffusers in Shallow Water with Crossflow: A New Look
    typeJournal Paper
    journal volume145
    journal issue4
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)HY.1943-7900.0001574
    page04019006
    treeJournal of Hydraulic Engineering:;2019:;Volume ( 145 ):;issue: 004
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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