Three Dimensional Numerical Modeling of Cohesive Sediment Transport in a Shallow Oxbow Lake
Publication: World Environmental and Water Resource Congress 2006: Examining the Confluence of Environmental and Water Concerns
Abstract
This paper presents the development and application of a three-dimensional numerical model for simulating the cohesive sediment transport in water bodies where both currents and wind-driven waves are important. The model was verified by a simple test case with an analytical solution (nonconservative tracer in a prismatic channel with uniform flow) and applied to Deep Hollow Lake, a small oxbow lake in Leflore County, Mississippi. The model produced predictions within 2% of the analytical solution. The bottom shear stresses induced by currents and waves were calculated, and the processes of resuspension, deposition and settling were considered. The primary forces associated with sediment transport were caused by wind-induced currents and waves. Simulated sediment concentrations were compared with limited field observations available, with generally good agreement. Simulated concentrations for a scenario with wind-driven waves were about one to three times greater than for a simulation without wind-wave processes.
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Copyright
© 2006 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
ASCE Technical Topics:
- Bodies of water (by type)
- Engineering fundamentals
- Fluid mechanics
- Hydrologic engineering
- Lakes
- Models (by type)
- Numerical models
- River engineering
- Sediment
- Sediment transport
- Shallow water
- Simulation models
- Three-dimensional models
- Water (by type)
- Water and water resources
- Water management
- Water supply
- Water supply systems
- Waves (fluid mechanics)
- Wind waves
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