其他摘要：In this wod the dynamics of the suspended load in steady and wUfonn open channel flow is modeled. The model assumes that the two-phase flow can be approximated by the onephase flow, the sediment-fluid mixture. The partial differential equations that govern the model are solved by a finite dift'erence sclleme based on the Lax-Wendroff method. Finally results of numerical experiments and conclusions are showed.
