The drag coefficient for dispersed particles settling in a fluid is re
lated to the particle Reynolds number with the same function as that u
sed 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 exp
erimental data. The differences among various empirical expressions ar
e illustrated using the present relationship.