Sediment Transport over Deposited Beds in Sewers
This paper is based on an extensive experimental investigation of bedload transport of noncohesive sediments at “limit deposition” in channels of circular and rectangular cross-section. The effect of permanent deposits on the invert of pipe channels on sediment carrying capacity and hydraulic resist...
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| Veröffentlicht in: | Water science and technology 1994-01, Vol.29 (1-2), p.125-133 |
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| container_title | Water science and technology |
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| creator | Nalluri, C Ghani, A A El-Zaemey, AKS |
| description | This paper is based on an extensive experimental investigation of bedload transport of noncohesive sediments at “limit deposition” in channels of circular and rectangular cross-section. The effect of permanent deposits on the invert of pipe channels on sediment carrying capacity and hydraulic resistance to flow is investigated. The sediment transport data from rectangular and pipe channels led to the development of empirical equations with high correlation coefficients. These equations showed the possibilities of their validity for either channel shape with the incorporation of appropriate shape parameters. |
| doi_str_mv | 10.2166/wst.1994.0658 |
| format | Article |
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The effect of permanent deposits on the invert of pipe channels on sediment carrying capacity and hydraulic resistance to flow is investigated. The sediment transport data from rectangular and pipe channels led to the development of empirical equations with high correlation coefficients. 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| identifier | ISSN: 0273-1223 |
| ispartof | Water science and technology, 1994-01, Vol.29 (1-2), p.125-133 |
| issn | 0273-1223 1996-9732 |
| language | eng |
| recordid | cdi_proquest_miscellaneous_16871422 |
| source | Elektronische Zeitschriftenbibliothek - Frei zugängliche E-Journals |
| subjects | Bed load Carrying capacity Channels Coefficients Correlation coefficient Correlation coefficients Empirical equations Flow resistance Mathematical analysis Mathematical models Sediment Sediment transport Sediment-carrying capacity Sediments Sewers Shape Transport |
| title | Sediment Transport over Deposited Beds in Sewers |
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