Abstract: A theoretical model of sediment‐laden flow is applied to dilute openchannel suspensions. It is found that the effect of the sediment is manifested in terms of a reduced depth and coefficient of resistance, and an increased ...

Abstract: A single equation model for predicting the velocity distribution in bounded shear flow is presented. This equation predicts the velocity profile in the viscous sublayer, the buffer zone, the logarithmic or inertial zone, ...