The paper presents a consistent micro-scale flood risk analysis procedure, relying on
detailed 2D inundation modelling as well as on high resolution topographic and land use …

I also have to thank some people for their scientific collaboration and the exchange of
experimental results essential to the validation of the methods and models developed in this …

Free surface flows in several shallow rectangular basins have been analyzed
experimentally, numerically and theoretically. Different geometries, characterized by …

Experimental model data are compared with numerical computations of dike-break induced
flows, focusing on the final steady state. An idealized scale model was designed …

With the availability of high resolution DEMs, relevant and detailed inundation maps may
now be routinely computed provided that suitable flow models are available. The full 2D flow …

A 2D numerical flow model, developed at the Research unit of Hydrology, Applied
Hydrodynamics and Hydraulic Constructions at ULg, has been applied to flows in a macro …

A practical methodology has been developed for predicting flows generated by dam failures
or malfunctions in a complex or a series of dams. A twofold approach is followed. First, the …

The discharge coefficient of an ogee crest is a function of the ratio of the effective head to the
design head. The purpose of the present study is to derive a theoretical model of this …

Simulation of 1D steady flow covers a wide range of practical applications, such as rivers,
pipes and hydraulic structures. Various flow patterns coexist in such situations: free surface …

In the present study, we propose a modified version of the Nonlinear Shallow Water
Equations (Saint-Venant or NSWE) for irrotational surface waves in the case when the …