Flow and Bed Topography in Alluvial Channel BendSource: Journal of Hydraulic Engineering:;1984:;Volume ( 110 ):;issue: 004Author:A. Jacob Odgaard
DOI: 10.1061/(ASCE)0733-9429(1984)110:4(521)Publisher: American Society of Civil Engineers
Abstract: TWO recently developed analytical approaches to a description of the fully developed flow and bed topography in alluvial channel bends are extended to include a description of the development of the flow and bed topography in the initial portion of bends. The approaches have been verified by tests in a laboratory‐channel bend. The results of the study show that the bed topography develops and decays over a much shorter distance than does the velocity profile. The eccentricity of the centers of volume flux appears to oscillate along the channel with a period that is comparable to that predicted by a meander theory. The analyses are limited to the central portion of the channel cross section, where bank effects are negligible.
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| contributor author | A. Jacob Odgaard | |
| date accessioned | 2017-05-08T20:38:56Z | |
| date available | 2017-05-08T20:38:56Z | |
| date copyright | April 1984 | |
| date issued | 1984 | |
| identifier other | %28asce%290733-9429%281984%29110%3A4%28521%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/22313 | |
| description abstract | TWO recently developed analytical approaches to a description of the fully developed flow and bed topography in alluvial channel bends are extended to include a description of the development of the flow and bed topography in the initial portion of bends. The approaches have been verified by tests in a laboratory‐channel bend. The results of the study show that the bed topography develops and decays over a much shorter distance than does the velocity profile. The eccentricity of the centers of volume flux appears to oscillate along the channel with a period that is comparable to that predicted by a meander theory. The analyses are limited to the central portion of the channel cross section, where bank effects are negligible. | |
| publisher | American Society of Civil Engineers | |
| title | Flow and Bed Topography in Alluvial Channel Bend | |
| type | Journal Paper | |
| journal volume | 110 | |
| journal issue | 4 | |
| journal title | Journal of Hydraulic Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9429(1984)110:4(521) | |
| tree | Journal of Hydraulic Engineering:;1984:;Volume ( 110 ):;issue: 004 | |
| contenttype | Fulltext |