Earth‐surface mass flows such as debris flows, rock avalanches, and dam‐break floods can
grow greatly in size and destructive potential by entraining bed material they encounter …

A novel differential porosity model for urban flooding, namely the Binary Single Porosity
model (BSP), is proposed in the present paper. The BSP model, which is derived from the …

The present work describes a procedure for the evaluation of the optimal number, position,
configuration, and sizes of detention tanks in urban drainage networks, to decrease the …

Abstract The Porous Shallow water Equations are commonly used to evaluate the
propagation of flooding waves in the urban environment. These equations may exhibit not …

We propose a coupled model for suspended and bedload sediment transport in the shallow
water framework. The model is deduced under hydrostatic pressure assumptions and will …

A reliability approach referred to as the point estimate method (PEM) is presented to assess
the uncertainty of a two-dimensional hydraulic model. PEM is a special case of numerical …

In this paper, new analytical solutions of the linearized parabolic approximation (LPA) of the
De Saint Venant equations (DSVEs) are derived for the case of finite channel length. The …

The technological advancements of the last few decades have fostered the use of two-
dimensional (2D) Shallow water Equations (SWE) flood simulations not only in academic …

In the present work we aim to simulate shallow water flows over movable bottom with
suspended and bedload transport. In order to numerically approximate such a system, we …

This paper presented a two-dimensional, well-balanced hydrodynamic and sediment
transport model based on the solutions of variable-density shallow-water equations …