Objective: Simulate tidal hydrodynamics and dye transport in a 2D channel with a culvert hydraulic structure. Demonstrates culvert boundary condition configuration and its influence on flow and tracer transport in a tidally forced reach.
Dimensions: 2D (depth-averaged, 1 layer) | 3D version (3 layers) also included
Grid: 710 horizontal cells
Run Period: 5 days
Activated Modules: Hydrodynamics, Dye transport
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