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    Block Ramp Design for Efficient Energy Dissipation

    Source: Journal of Energy Engineering:;2010:;Volume ( 136 ):;issue: 001
    Author:
    A. D. Ghare
    ,
    R. N. Ingle
    ,
    P. D. Porey
    ,
    S. S. Gokhale
    DOI: 10.1061/(ASCE)0733-9402(2010)136:1(1)
    Publisher: American Society of Civil Engineers
    Abstract: Block ramp structure can be a part of a layout of microhydel scheme, depending upon the conditions of topography and geology at the site. Block ramps transmit the flow of stream to a lower level inducing kinetic energy dissipation. Block ramps consists of base material in the form of stones inducing roughness whereas stepped chutes are overflowing structures which consists of step configuration at the bottom of the flowing stream. As there is a common objective of energy dissipation of flow, the geometrical elements of block ramps and stepped chutes are considered to be comparable under similar hydraulic conditions of skimming flow. This paper analyzes the experimental results on both these structures. A mathematical model in dimensionless form is proposed herein, which correlates the representative bed material size of block ramp with the step height of stepped chute. This correlation is expected to facilitate the design of block ramps using the literature available on stepped chutes.
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      Block Ramp Design for Efficient Energy Dissipation

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/19242
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    • Journal of Energy Engineering

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    contributor authorA. D. Ghare
    contributor authorR. N. Ingle
    contributor authorP. D. Porey
    contributor authorS. S. Gokhale
    date accessioned2017-05-08T20:32:55Z
    date available2017-05-08T20:32:55Z
    date copyrightMarch 2010
    date issued2010
    identifier other%28asce%290733-9402%282010%29136%3A1%281%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/19242
    description abstractBlock ramp structure can be a part of a layout of microhydel scheme, depending upon the conditions of topography and geology at the site. Block ramps transmit the flow of stream to a lower level inducing kinetic energy dissipation. Block ramps consists of base material in the form of stones inducing roughness whereas stepped chutes are overflowing structures which consists of step configuration at the bottom of the flowing stream. As there is a common objective of energy dissipation of flow, the geometrical elements of block ramps and stepped chutes are considered to be comparable under similar hydraulic conditions of skimming flow. This paper analyzes the experimental results on both these structures. A mathematical model in dimensionless form is proposed herein, which correlates the representative bed material size of block ramp with the step height of stepped chute. This correlation is expected to facilitate the design of block ramps using the literature available on stepped chutes.
    publisherAmerican Society of Civil Engineers
    titleBlock Ramp Design for Efficient Energy Dissipation
    typeJournal Paper
    journal volume136
    journal issue1
    journal titleJournal of Energy Engineering
    identifier doi10.1061/(ASCE)0733-9402(2010)136:1(1)
    treeJournal of Energy Engineering:;2010:;Volume ( 136 ):;issue: 001
    contenttypeFulltext
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