The morphological capabilities of the one-dimensional software package MIKE 11 were evaluated using the Fraser River Gravel Reach as a case study. A previously developed 'fixed bed' hydrodynamic model (UMA, 2001) was used as the basis of the MIKE 11 morphological model to evaluate if it could be easily altered to provide this functionality. The evaluation found that MIKE 11 is not nearly far enough along in its development to perform sediment transport calculation to any high degree of accuracy when applied to a looped network of the complexity of the Fraser River. Many parts of the software were either found to be faulty or unable to handle the complexity of branched flow. A secondary objective of the investigation attempted to app...
This study aims at hydrodynamic modelling of Bow River, which passes through the City of Calgary, Ca...
A 2D depth average model has been used to simulate water and sediment flow in the Brenta River so as...
Major changes in the morphology of the Trinity River in California, such as narrowing of the cross s...
This thesis investigates the potential application of a two-dimensional depth-averaged sediment tran...
We investigate how well a width-averaged morphodynamic model can simulate gravel transport and aggra...
This thesis investigates the potential analytical uses of two-dimensional (2D) models for large bra...
The purpose of this study was to provide an evaluation of the performance of R2DM using a mountainou...
A depth-averaged two-dimensional hydrodynamic-morphological and gravel transport model is presented....
Sediment transport is a key process that affects the morphology and ecological habitat diversity of ...
A physically based, analytical model of river response is developed. RIVERMOD was designed to aid in...
In this thesis, a visual optimization model, RiverMod, has been developed to predict the channel geo...
This study investigates the relation between sediment transport and channel deformation on a 70 km l...
This paper presents a novel 2D-depth average model especially developed for gravel-bed rivers, named...
This study aims at hydrodynamic modelling of Bow River, which passes through the City of Calgary, Ca...
A 2D depth average model has been used to simulate water and sediment flow in the Brenta River so as...
Major changes in the morphology of the Trinity River in California, such as narrowing of the cross s...
This thesis investigates the potential application of a two-dimensional depth-averaged sediment tran...
We investigate how well a width-averaged morphodynamic model can simulate gravel transport and aggra...
This thesis investigates the potential analytical uses of two-dimensional (2D) models for large bra...
The purpose of this study was to provide an evaluation of the performance of R2DM using a mountainou...
A depth-averaged two-dimensional hydrodynamic-morphological and gravel transport model is presented....
Sediment transport is a key process that affects the morphology and ecological habitat diversity of ...
A physically based, analytical model of river response is developed. RIVERMOD was designed to aid in...
In this thesis, a visual optimization model, RiverMod, has been developed to predict the channel geo...
This study investigates the relation between sediment transport and channel deformation on a 70 km l...
This paper presents a novel 2D-depth average model especially developed for gravel-bed rivers, named...
This study aims at hydrodynamic modelling of Bow River, which passes through the City of Calgary, Ca...
A 2D depth average model has been used to simulate water and sediment flow in the Brenta River so as...
Major changes in the morphology of the Trinity River in California, such as narrowing of the cross s...