| SEDIMENT TRANSPORT OF LOW CONCENTRATION IN PIPES |
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| 引用本文： | R.H. MAT SUKI and R.BAKER ①Lecturer,Dept. of Civ. and Struct. Engrg.,Univ.Kebangsaan M''''sia,43600 Bangi,Malaysia ②Lecturer,Dept. of Civ. Engrg.,University of Salford. M54WT England.. SEDIMENT TRANSPORT OF LOW CONCENTRATION IN PIPES[J]. 国际泥沙研究, 1991, 0(2) |
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| 作者姓名： | R.H. MAT SUKI and R.BAKER ①Lecturer Dept. of Civ. and Struct. Engrg. Univ.Kebangsaan M''''sia 43600 Bangi Malaysia ②Lecturer Dept. of Civ. Engrg. University of Salford. M54WT England. |
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| 作者单位： | R.H. MAT SUKI and R.BAKER ①Lecturer，Dept. of Civ. and Struct. Engrg.，Univ.Kebangsaan M'sia，43600 Bangi，Malaysia ②Lecturer，Dept. of Civ. Engrg.，University of Salford. M54WT England. |
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| 摘 要： |
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SEDIMENT TRANSPORT OF LOW CONCENTRATION IN PIPES |
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| Abstract: | The study of Sediment transport of low concentration in pipes bas been applied in the design of a self-cleansing storm sewer. An alternative criterion is suggested as op- posed to the widely used single flow velocity approach. A conceptual model which simu- lates the condition in a storm sewer is developed and tested against experimental data. The results proved that the volumetric sediment concentration, pipe diameter and sedi- ment size have to be taken into consideration to produce a self-cleansing storm sewer. It also shows that the slope obtained by this alternative criterion is lower than the single flow velocity approach. |
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| Keywords: | Sediment transport Storm sewer Self-cleansing velocity. Design criterion. Pipe flow Limit of deposition Fixed bed Low concen- tration |
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