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    Critical Depth, Velocity Profile, and Channel Shape

    Source: Journal of Irrigation and Drainage Engineering:;1991:;Volume ( 117 ):;issue: 003
    Author:
    R. J. Heggen
    DOI: 10.1061/(ASCE)0733-9437(1991)117:3(442)
    Publisher: American Society of Civil Engineers
    Abstract: Critical depth can be defined as (1) The depth at which fluid velocity equals the speed of a gravity wave; (2) the depth at which the Froude number equals one; (3) the depth at which specific force corrected for velocity profile is minimized; or (4) the depth at which specific energy corrected for velocity profile is minimized. When the velocity profile is not uniform (when a boundary layer exists), the definitions yield alternative results. The greatest critical depth is that minimizing specific energy corrected for velocity profile. A general solution for alternative definitions of critical depth is developed for several channel cross sections having an exponential velocity profile. A relative critical-depth equation is derived relating the profile-corrected solution to one without correction. For many engineered and natural channels, the difference is only a few percent, but profile-corrected critical depths can be significantly higher than uncorrected solutions in the case of channels with large velocity gradients. Design implications are discussed.
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      Critical Depth, Velocity Profile, and Channel Shape

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    contributor authorR. J. Heggen
    date accessioned2017-05-08T20:47:24Z
    date available2017-05-08T20:47:24Z
    date copyrightMay 1991
    date issued1991
    identifier other%28asce%290733-9437%281991%29117%3A3%28442%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/27235
    description abstractCritical depth can be defined as (1) The depth at which fluid velocity equals the speed of a gravity wave; (2) the depth at which the Froude number equals one; (3) the depth at which specific force corrected for velocity profile is minimized; or (4) the depth at which specific energy corrected for velocity profile is minimized. When the velocity profile is not uniform (when a boundary layer exists), the definitions yield alternative results. The greatest critical depth is that minimizing specific energy corrected for velocity profile. A general solution for alternative definitions of critical depth is developed for several channel cross sections having an exponential velocity profile. A relative critical-depth equation is derived relating the profile-corrected solution to one without correction. For many engineered and natural channels, the difference is only a few percent, but profile-corrected critical depths can be significantly higher than uncorrected solutions in the case of channels with large velocity gradients. Design implications are discussed.
    publisherAmerican Society of Civil Engineers
    titleCritical Depth, Velocity Profile, and Channel Shape
    typeJournal Paper
    journal volume117
    journal issue3
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)0733-9437(1991)117:3(442)
    treeJournal of Irrigation and Drainage Engineering:;1991:;Volume ( 117 ):;issue: 003
    contenttypeFulltext
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