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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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