Dam-break flows usually propagate along rivers and floodplains, where the processes of
fluid flow, sediment transport and bed evolution are closely linked. However, the majority of …

This study investigated flood inundation in an urban area due to a possible failure of Ürkmez
Dam in İzmir, Turkey. The estimation of flood hydrograph upon partial failure of the dam and …

This paper presents a first‐order HLLC (Harten‐Lax‐Van Leer with contact discontinuities)
scheme to solve the Saint‐Venant shallow‐water equations, including morphological …

A depth-averaged two-dimensional model has been developed in this study to simulate the
unsteady flow and noncohesive sediment transport due to embankment break and …

We study the numerical approximation of the two-dimensional morphodynamic model
governed by the shallow water and Exner equations to simulate reach-scale two …

The paper introduces a 2D shallow water model based on a two-phase formulation for the
analysis of fast geomorphic transients occurring in the context of river morphodynamics …

A distorted physical model, based on Ürkmez Dam in Izmir, Turkey, was built to study
sudden partial dam break flows. The distorted model had a horizontal scale of 1/150 and a …

In this paper, we propose an accurate Riemann-solver free method for a coupled system
modeling shallow water flows, sediment transport and rapid bed erosion. The hydrodynamic …

In this paper, we investigate the extent to which well-known sediment transport capacity
formulas can be used in one-dimensional (1D) numerical modeling of dam-break waves …

The dam-break connected flood hydrograph properties primarily depend on the breach
geometry and the time for the breach to fully develop. Therefore, the prediction of dam's …