Vertical Mixing in the Fully Developed Turbulent Layer of Sediment-Laden Open-Channel FlowSource: Journal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 009Author:Erik A. Toorman
DOI: 10.1061/(ASCE)0733-9429(2008)134:9(1225)Publisher: American Society of Civil Engineers
Abstract: Eulerian equations for the vertical flux and momentum of suspended particles in dilute sediment-laden open-channel flow in equilibrium have been derived using the two-fluid approach. Reynolds averaging has been applied in order to allow validation of individual terms with experimental data. Consideration of the various terms of the vertical momentum balance with experimental flume data indicates that the drag force has to be separated into a mean and a turbulent contribution with different timescales, respectively, the (gravitational) particle timescale and the integral turbulence timescale. The resulting formulation further provides a new theoretical closure for the turbulent Schmidt number.
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| contributor author | Erik A. Toorman | |
| date accessioned | 2017-05-08T20:46:17Z | |
| date available | 2017-05-08T20:46:17Z | |
| date copyright | September 2008 | |
| date issued | 2008 | |
| identifier other | %28asce%290733-9429%282008%29134%3A9%281225%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/26594 | |
| description abstract | Eulerian equations for the vertical flux and momentum of suspended particles in dilute sediment-laden open-channel flow in equilibrium have been derived using the two-fluid approach. Reynolds averaging has been applied in order to allow validation of individual terms with experimental data. Consideration of the various terms of the vertical momentum balance with experimental flume data indicates that the drag force has to be separated into a mean and a turbulent contribution with different timescales, respectively, the (gravitational) particle timescale and the integral turbulence timescale. The resulting formulation further provides a new theoretical closure for the turbulent Schmidt number. | |
| publisher | American Society of Civil Engineers | |
| title | Vertical Mixing in the Fully Developed Turbulent Layer of Sediment-Laden Open-Channel Flow | |
| type | Journal Paper | |
| journal volume | 134 | |
| journal issue | 9 | |
| journal title | Journal of Hydraulic Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9429(2008)134:9(1225) | |
| tree | Journal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 009 | |
| contenttype | Fulltext |