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    Energy Expenditure in Curved Open Channels

    Source: Journal of Hydraulic Engineering:;1983:;Volume ( 109 ):;issue: 007
    Author:
    Howard H. Chang
    DOI: 10.1061/(ASCE)0733-9429(1983)109:7(1012)
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes linear partitioning of energy expenditure in curved open channels. An analytical method which predicts energy losses due to longitudinal resistance and transverse circulation is presented; predicted results are compared with measurements. The transverse energy loss is evaluated using the velocity field of transverse circulation which is implicitly dependent on the internal turbulent shear and boundary roughness; thus, direct evaluations of the shear and boundary losses are avoided. Transverse circulation is often referred to as secondary circulation as its velocity component is generally substantially lower than the longitudinal or primary velocity. Such is not the case for the energy expenditure. The loss due to transverse circulation may be of the same order of magnitude as the longitudinal loss at a higher depth to radius ratio or lower channel roughness, or both.
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      Energy Expenditure in Curved Open Channels

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    contributor authorHoward H. Chang
    date accessioned2017-05-08T20:38:37Z
    date available2017-05-08T20:38:37Z
    date copyrightJuly 1983
    date issued1983
    identifier other%28asce%290733-9429%281983%29109%3A7%281012%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/22143
    description abstractThis paper describes linear partitioning of energy expenditure in curved open channels. An analytical method which predicts energy losses due to longitudinal resistance and transverse circulation is presented; predicted results are compared with measurements. The transverse energy loss is evaluated using the velocity field of transverse circulation which is implicitly dependent on the internal turbulent shear and boundary roughness; thus, direct evaluations of the shear and boundary losses are avoided. Transverse circulation is often referred to as secondary circulation as its velocity component is generally substantially lower than the longitudinal or primary velocity. Such is not the case for the energy expenditure. The loss due to transverse circulation may be of the same order of magnitude as the longitudinal loss at a higher depth to radius ratio or lower channel roughness, or both.
    publisherAmerican Society of Civil Engineers
    titleEnergy Expenditure in Curved Open Channels
    typeJournal Paper
    journal volume109
    journal issue7
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1983)109:7(1012)
    treeJournal of Hydraulic Engineering:;1983:;Volume ( 109 ):;issue: 007
    contenttypeFulltext
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