Experimental investigation of turbulence effects on sediment pickup rate in open channel flows
Laboratory experiments were conducted to measure the sediment pickup rate in open-channel flows with and without externally-generated turbulence. Experiments were conducted under four kinds of flow conditions: (1) uniform flow without any obstruction, (2) flow obstructed by a horizontal pipe placed...
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| 格式: | Theses and Dissertations |
| 語言: | English |
| 出版: |
2014
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| 在線閱讀: | http://hdl.handle.net/10356/61013 |
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| 機構: | Nanyang Technological University |
| 語言: | English |
| 總結: | Laboratory experiments were conducted to measure the sediment pickup rate in open-channel flows with and without externally-generated turbulence. Experiments were conducted under four kinds of flow conditions: (1) uniform flow without any obstruction, (2) flow obstructed by a horizontal pipe placed above the bed, (3) flow obstructed by a vertical pipe located at the centerline of the channel and (4) flow over two-dimensional fixed dunes. Three uniform sediment particles with D50 = 0.23, 0.44 and 0.86 mm were used for pickup experiments and the flow velocity and turbulence were measured by a 3D down-looking Acoustic Doppler Velocimeter (ADV). Dimensional analyses were performed for all the experimental data resulting in empirical pickup functions based on both near-bed and bulk flow parameters. For the experiments under the undisturbed uniform flow conditions, the pickup rate could be well represented by both near-bed and depth averaged flow parameters. However, in nonuniform flows, the pickup function was proposed based only on bulk flow parameters. |
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