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    Control of Turbidity Currents in Reservoirs by Solid and Permeable Obstacles

    Source: Journal of Hydraulic Engineering:;2007:;Volume ( 133 ):;issue: 006
    Author:
    Christoph D. Oehy
    ,
    Anton J. Schleiss
    DOI: 10.1061/(ASCE)0733-9429(2007)133:6(637)
    Publisher: American Society of Civil Engineers
    Abstract: Turbidity currents are often the main process for the transport and deposition of the sediments in narrow, alpine reservoirs. These underwater avalanches with high concentration of suspended sediments follow the thalweg of the lake to the deepest area near the dam, where the sediments can affect the operation of the bottom outlet and the intake structures. To control the sedimentation within the reservoir, the effects of solid and permeable obstacles on the turbidity current were investigated with physical experiments and numerical simulations. In the physical experiments, the velocity distributions as well as the spatial and temporal evolution of the deposits were measured. The investigated measures were also simulated by means of a two-dimensional numerical model, based on the flow solver CFX-4.4. The investigations showed that turbidity currents can be influenced effectively by properly designed constructive measures. Based on the results of the physical experiments and numerical simulations, some design recommendations for solid and permeable obstacles are proposed.
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      Control of Turbidity Currents in Reservoirs by Solid and Permeable Obstacles

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    contributor authorChristoph D. Oehy
    contributor authorAnton J. Schleiss
    date accessioned2017-05-08T20:45:50Z
    date available2017-05-08T20:45:50Z
    date copyrightJune 2007
    date issued2007
    identifier other%28asce%290733-9429%282007%29133%3A6%28637%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/26310
    description abstractTurbidity currents are often the main process for the transport and deposition of the sediments in narrow, alpine reservoirs. These underwater avalanches with high concentration of suspended sediments follow the thalweg of the lake to the deepest area near the dam, where the sediments can affect the operation of the bottom outlet and the intake structures. To control the sedimentation within the reservoir, the effects of solid and permeable obstacles on the turbidity current were investigated with physical experiments and numerical simulations. In the physical experiments, the velocity distributions as well as the spatial and temporal evolution of the deposits were measured. The investigated measures were also simulated by means of a two-dimensional numerical model, based on the flow solver CFX-4.4. The investigations showed that turbidity currents can be influenced effectively by properly designed constructive measures. Based on the results of the physical experiments and numerical simulations, some design recommendations for solid and permeable obstacles are proposed.
    publisherAmerican Society of Civil Engineers
    titleControl of Turbidity Currents in Reservoirs by Solid and Permeable Obstacles
    typeJournal Paper
    journal volume133
    journal issue6
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(2007)133:6(637)
    treeJournal of Hydraulic Engineering:;2007:;Volume ( 133 ):;issue: 006
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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