Critical Depth, Velocity Profile, and Channel ShapeSource: Journal of Irrigation and Drainage Engineering:;1991:;Volume ( 117 ):;issue: 003Author: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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| contributor author | R. J. Heggen | |
| date accessioned | 2017-05-08T20:47:24Z | |
| date available | 2017-05-08T20:47:24Z | |
| date copyright | May 1991 | |
| date issued | 1991 | |
| identifier other | %28asce%290733-9437%281991%29117%3A3%28442%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/27235 | |
| description 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. | |
| publisher | American Society of Civil Engineers | |
| title | Critical Depth, Velocity Profile, and Channel Shape | |
| type | Journal Paper | |
| journal volume | 117 | |
| journal issue | 3 | |
| journal title | Journal of Irrigation and Drainage Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9437(1991)117:3(442) | |
| tree | Journal of Irrigation and Drainage Engineering:;1991:;Volume ( 117 ):;issue: 003 | |
| contenttype | Fulltext |