Objective: Simulate hydrodynamics of a tidal estuary with four gate/pump control strategies: always-open (uncontrolled), time-series, water-level rule-based, and withdrawal/return pump. Demonstrates the EFDC+ rule-based hydraulic structure boundaries.
Dimensions: 2D (depth-averaged, 1 layer) | Four sub-models
Grid: 895 horizontal cells | IC = 54, JC = 34
Run Period: 4 days
Activated Modules: Hydrodynamics
Demonstration Videos: See demonstrations of how this model can be configured and run here and here.
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