Although considerable progress has been made in the application of two-and three-
dimensional shallow water models to simulate flow in estuaries and coastal lagoons, a …

A new set of two‐dimensional shallow flow equations is developed in order to deal with
partially wet and very irregular domains. The bottom irregularities, which in many practical …

The further development of two‐dimensional finite element models of river flood flow is
currently constrained by a lack of data for rigorous parameterization and validation. Remote …

The instream flow incremental methodology (IFIM) needs to be improved to more reliably
predict the effects of altering fish habitat. Two‐dimensional (2‐D) hydrodynamic modeling …

To simulate transport and thermal processes in shallow estuaries, a hydrodynamic model
within the framework of the Environmental Fluid Dynamics Code (EFDC) has been …

We evaluated the ability of numerical habitat models (NHM) to predict the distribution of
juveniles of Atlantic salmon (Salmo salar) in a river. NHMs comprise a hydrodynamic model …

SUMMARY A review of wetting and drying (WD) algorithms used by contemporary numerical
models based on the shallow water equations is presented. The numerical models reviewed …

A new finite element model has been developed to simulate two-dimensional free surface
flow in rivers and estuaries. The variables of the model are the specific discharge and the …

Resolving the shoreline undulation due to tidal excursion is a crucial part of modelling water
flow in estuaries and coastal areas. Nevertheless, maintaining positive water column depth …

Dynamic moving–boundary problems are a common occurrence in shallow–water
hydraulics, yet no generally applicable or computationally efficient framework is available for …