a novel explicitimplicit coupled solution method of swe for long-term river meandering process induced by dambreak

Large amount of sediment deposits in the reservoir area can cause dam break, which not only leads to an immeasurable loss to the society, but also the sediments from the reservoir can be transported to generate further problems in the downstream catchment. this study aims to investigate the shorttolong term sediment transport and channel meandering process under such a situation. a coupled explicitimplicit technique based on the eulerlagrangian method (elm) is used to solve the hydrodynamic equations, in which both the small and large time steps are used separately for the fluid and sediment marching. the main feature of the model is the use of the characteristicbased split (cbs) method for the local time step iteration to correct the elm traced lines. based on the solved flow field, a standard total variation diminishing (tvd) finite volume scheme is applied to solve the sediment transportation equation. the proposed model is first validated by a benchmark dambreak water flow experiment to validate the efficiency and accuracy of elm modelling capability. then an idealized engineering dambreak flow is used to investigate the longterm downstream channel meandering process with nonuniform sediment transport. the results showed that both the hydrodynamic and morphologic features have been well predicted by the proposed coupled model.