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    Lake Destratification by Bubble‐Plume Systems: Design Methodology

    Source: Journal of Hydraulic Engineering:;1993:;Volume ( 119 ):;issue: 003
    Author:
    S. Geoffrey Schladow
    DOI: 10.1061/(ASCE)0733-9429(1993)119:3(350)
    Publisher: American Society of Civil Engineers
    Abstract: Thermal stratification during summer may result in lowered dissolved‐oxygen levels below the thermocline of lakes and reservoirs. To avoid further deterioration of water quality, artificial destratification has long been practiced. This paper presents a totally new design methodology for the design of bubble‐plume destratification systems. It is based on the interaction that occurs between a buoyant bubble plume and the density stratified water column through which it rises. Two dimensionless parameters,
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      Lake Destratification by Bubble‐Plume Systems: Design Methodology

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    http://yetl.yabesh.ir/yetl1/handle/yetl/23791
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    contributor authorS. Geoffrey Schladow
    date accessioned2017-05-08T20:41:45Z
    date available2017-05-08T20:41:45Z
    date copyrightMarch 1993
    date issued1993
    identifier other%28asce%290733-9429%281993%29119%3A3%28350%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/23791
    description abstractThermal stratification during summer may result in lowered dissolved‐oxygen levels below the thermocline of lakes and reservoirs. To avoid further deterioration of water quality, artificial destratification has long been practiced. This paper presents a totally new design methodology for the design of bubble‐plume destratification systems. It is based on the interaction that occurs between a buoyant bubble plume and the density stratified water column through which it rises. Two dimensionless parameters,
    publisherAmerican Society of Civil Engineers
    titleLake Destratification by Bubble‐Plume Systems: Design Methodology
    typeJournal Paper
    journal volume119
    journal issue3
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1993)119:3(350)
    treeJournal of Hydraulic Engineering:;1993:;Volume ( 119 ):;issue: 003
    contenttypeFulltext
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