Flooding impacts are on the rise globally, and concentrated in urban areas. Currently, there
are no operational systems to forecast flooding at spatial resolutions that can facilitate …

Modelling hydrological processes with fully distributed models based on the shallow water
equations implies a high computational cost, which often limits the resolution of the …

The application of two-dimensional shallow-water equations models (2D-SWEs) for the
description of hydrodynamic-based surface runoff computations is becoming a reference …

Topographic depressions in Digital Elevation Models (DEMs) have been traditionally seen
as a feature to be removed as no outward flow direction is available to route and accumulate …

The increasing availability of high-resolution terrain data fostered the development of two-
dimensional hydrodynamic-based surface runoff models at basin scale, for flood hazard …

Calibrating physically based hydrological models manually is time-consuming and
challenging. Automatic calibration tools have become prevalent in these models; however …

Runoff generation from rainfall events is a complex, spatial and temporally dependent
process strongly governed, among other factors, by catchment surface topography. Although …

The aim of this work is, first of all, to extend a finite volume numerical scheme, previously
designed for hydrostatic Shallow Water (SWE) formulation, to Non Hydrostatic Pressure …

In the past decade, shallow water solvers have dramatically improved both in terms of
accuracy and computational power. New mathematical models and numerical schemes …

The shallow water equations (SWEs) can be used to model the spatio-temporal evolution of
free surface flows. The numerical resolution of realistic problems based on the 2D SWEs by …