George, Akinbola Olukayode (2005) 3-D simulation of flow and sediment transport during a controlled flood in a short river reach. Masters thesis, Concordia University.
- Accepted Version
Controlled floods are often used in rivers to remove fine sediments that accumulate within gravel particles. Three-dimensional numerical models can predict the flow field and bed shear stress in a very detailed way. In the present study is to use a three-dimensional model is used to predict flow field, assess the effect of inlet conditions, predict bed shear stress, and bed load transport rates during a controlled flood in a natural river. The study site is the Escoumins River (Quebec), where a dam upstream of the studied reach has been used to create control floods. Field measurements (flow and bed load transport) and 2-D simulation results were available, allowing a comparison between the 3-D model, 2-D model and the field measurements. A body-fitted coordinate grid was used and several inlet flow conditions were tested.
|Divisions:||Concordia University > Faculty of Engineering and Computer Science > Electrical and Computer Engineering|
|Item Type:||Thesis (Masters)|
|Authors:||George, Akinbola Olukayode|
|Pagination:||xiv, 104 leaves : ill. ; 29 cm.|
|Degree Name:||M.A. Sc.|
|Program:||Electrical and Computer Engineering|
|Thesis Supervisor(s):||Ramamurthy, Amruthur|
|Deposited By:||Concordia University Libraries|
|Deposited On:||18 Aug 2011 18:24|
|Last Modified:||18 Aug 2011 19:32|
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