Numerical modelling is a reliable tool for flood simulations, but accurate solutions are
computationally expensive. In recent years, researchers have explored data-driven …

The challenge of finding a compromise between computational time and level of accuracy
and robustness has traditionally expanded the use simplified models rather than full two …

Nowadays, the use of 2-D fully dynamic models represents the most reliable approach for
flood inundation and flood hazard studies, especially in complex applications. However, 1-D …

Coupled 1D–2D numerical strategies are presented in this work for their application to fast
computation of large rivers flooding. Both 1D and 2D models are built using explicit upwind …

This paper presents two 2D dam break parallelized models based on shallow water
equations (SWE) written in conservative form. The models were implemented exploiting …

This paper derives a novel formulation of the depth-averaged shallow water equations with
anisotropic porosity for computational efficiency reasons. The aim is to run simulations on …

In this paper the impact induced by bridges on the river flow is studied applying 1-D and 2-D
unsteady flow models. Both the models are based on the Shallow Water Equations written in …

This work is focused on a numerical finite volume scheme for the coupled shallow water-
Exner system in 1D applications with arbitrary geometry. The mathematical expressions …

Computational tools may help engineers in the assessment of sediment transport during the
decision-making processes. The main requirements are that the numerical results have to …

Abstract The Bric Zerbino and Sella Zerbino barrages dammed two branches of the Orba
Valley in Italy to create the Ortiglieto reservoir and supply the Molare hydropower plant. The …