Objective: Simulate the hydraulic influence of a low-chord bridge boundary condition on flow in a tidally influenced trapezoidal channel. Demonstrates backwater impoundment during high-flow conditions and tidal signal attenuation through the bridge constriction.
Dimensions: 2D (depth-averaged, 1 layer)
Grid: 707 horizontal cells | IC = 304, JC = 11
Run Period: 5 days
Activated Modules: Hydrodynamics
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