Comments:
The computational grid, named BR5 for the Bellamy River is created using linear equilateral triangles fitted to the shoreline boundary. There are 1054 nodes and 1828 elements. The bathymetric depth contour reveals a center channel running south to north

M2 tidal forcing is specified as a Dirichlet elevation boundary condition across the southern inlet boundary at the bottom. The amplitude is 0.83m. The simulation was started with fluid at rest and was terminated after six M2 tidal period (74.52hrs). The simulation setup is given below. All the simulation parameters are summarized in Table below.

Comments:
Time history of the total fluid volume and the cumulative transport across five selected transects as shown in BR5 show the system establishes a dynamic equilibrium rapidly, and mass conservation is thereafter maintained throughout the simulation after the initial tidal period. The maximum normal velocity and normal transport across the transects decreases as one moves northward. It is noticed that asymmetry exists between flood and ebb.

Residual transport:

Comments:

Comments:
The above transient solutions are numerically well-behaved and appear to describe the realistic dynamics of the tidal flooding and dewatering process in this complex domain.