Sediment Exclusion and Erosion Control

Click the figure for animation in YouTube !

Click for Animation!		Channel Bed Scour and Deposition Due to Bridge Piers - Sediment transport and channel bed scour due to bridge piers - Channel bank erosion control using vanes (dike) - 3-D CFD model, a total of 4 days of simulation time to complete all runs
		Channel Bed Changes Due to Albuquerque Diversion Dam Operation - Sediment transport and channel bed aggregation and degradation due to the diversion gate openings - Dynamic simulation of channel bed changes - 2-D hydrodynamic model, a total of 10 days of simulation time to complete all runs
Click for Animation!		Sediment Exclusion at Intake Structure of the Albuquerque Diversion Dam - Effective sediment exclusion at river intake structure using submerged vanes - 3-D CFD model, a total of 5 days of simulation time to complete all runs

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