Velocities and Turbulent Stresses of Free-Surface Skimming Flows over Triangular CavitiesSource: Journal of Hydraulic Engineering:;2023:;Volume ( 149 ):;issue: 006::page 04023012-1Author:M. Kramer
DOI: 10.1061/JHEND8.HYENG-13209Publisher: American Society of Civil Engineers
Abstract: Velocity distributions in supercritical open-channel flows over stepped cavities have traditionally been described using a power-law approach or theoretical solutions of plane mixing layers. These approaches were found to be valid either above the step edges or above/within step cavities, but no generalized model is available. In this study, a four-layered velocity model is proposed, which combines different physical concepts, including the mixing layer, log-layer, wake function, and free-stream layer. This multilayer model was applied to previous experimental stepped chute data, providing novel opportunities to comparatively assess the relative contribution of individual physical effects on the velocity profile. Model parameters provided insights into flow hydrodynamics, comprising mixing layer length scales and shear velocities. Equations for Reynolds shear stresses within the different layers were formulated using an eddy viscosity concept, while normal stresses and turbulent kinetic energy compared well to semitheoretical open-channel flow equations.
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| contributor author | M. Kramer | |
| date accessioned | 2023-08-16T19:05:59Z | |
| date available | 2023-08-16T19:05:59Z | |
| date issued | 2023/06/01 | |
| identifier other | JHEND8.HYENG-13209.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl1/handle/yetl/4292751 | |
| description abstract | Velocity distributions in supercritical open-channel flows over stepped cavities have traditionally been described using a power-law approach or theoretical solutions of plane mixing layers. These approaches were found to be valid either above the step edges or above/within step cavities, but no generalized model is available. In this study, a four-layered velocity model is proposed, which combines different physical concepts, including the mixing layer, log-layer, wake function, and free-stream layer. This multilayer model was applied to previous experimental stepped chute data, providing novel opportunities to comparatively assess the relative contribution of individual physical effects on the velocity profile. Model parameters provided insights into flow hydrodynamics, comprising mixing layer length scales and shear velocities. Equations for Reynolds shear stresses within the different layers were formulated using an eddy viscosity concept, while normal stresses and turbulent kinetic energy compared well to semitheoretical open-channel flow equations. | |
| publisher | American Society of Civil Engineers | |
| title | Velocities and Turbulent Stresses of Free-Surface Skimming Flows over Triangular Cavities | |
| type | Journal Article | |
| journal volume | 149 | |
| journal issue | 6 | |
| journal title | Journal of Hydraulic Engineering | |
| identifier doi | 10.1061/JHEND8.HYENG-13209 | |
| journal fristpage | 04023012-1 | |
| journal lastpage | 04023012-13 | |
| page | 13 | |
| tree | Journal of Hydraulic Engineering:;2023:;Volume ( 149 ):;issue: 006 | |
| contenttype | Fulltext |