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.
Research Article|January 01 1994
Sediment Transport over Deposited Beds in Sewers
A. Ab. Ghani
Water Sci Technol (1994) 29 (1-2): 125-133.
C. Nalluri, A. Ab. Ghani, A. K S. El-Zaemey; Sediment Transport over Deposited Beds in Sewers. Water Sci Technol 1 January 1994; 29 (1-2): 125–133. doi: https://doi.org/10.2166/wst.1994.0658
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