Abstract
The drag coefficient for dispersed particles settling in a fluid is related to the particle Reynolds number with the same function as that used for a single particle falling in a clear fluid, after taking into account the effects of concentration both on the effective density of particles and on the viscosity of fluid-sediment mixture. A new method is developed for evaluating the settling velocity of natural sediment particles dispersed in a fluid; it agrees well with the available experimental data. The differences among various empirical expressions are illustrated using the present relationship.
Cite
CITATION STYLE
Cheng, N.-S. (1997). Effect of Concentration on Settling Velocity of Sediment Particles. Journal of Hydraulic Engineering, 123(8), 728–731. https://doi.org/10.1061/(asce)0733-9429(1997)123:8(728)
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