This paper deals with the longitudinal dispersion of sediment particles in a horizontal pipe. In our theoretical work, the same method is employed as in the dispersion anaylysis of neutral matter. It is assumed that the concentration of particles is diluted and that there is no deposition of particles onto the pipe bottom. Numerical solution of a basic eqution shows that the mean velocity of sediment cloud,
Us, decreases with increase of fall velocity of particles,
W, whereas the dispersion coefficient,
UL increases with
W. The effect of fall velocity on these two properties,
Us and
UL, however, is not as great as in the case of open channel flow. In this paper it is also shown that a particle describes a plane-symmetric spiral trajectory when it flows downstream.
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