This example problem was developed to assess the performance of finite element numerical schemes applied to the shallow-water equations (Lynch and Gray, 1979). The problem contains spatially varying geometry and bathymetry, simultaneously tests the model in both horizontal coordinate directions, is radially symmetric and permits analytical solutions for the linear 2DDI and 3D problems (Lynch and Gray, 1978, Lynch and Officer, 1985). Poor numerical schemes will show spurious modes (oscillations) and/or excessive numerical dissipation for this problem.
PROBLEM SETUP: The problem geometry is shown in Fig. E1.1. The domain consists of a quarter of an annulus enclosed with land boundaries on three sides and an open ocean boundary on the outer edge. The inner radius has r1 = 60,960 m and the outer radius has r2 = 152,400 m. The bathymetric depth along the inner radius is h1 = 3.048 m and drops quadratically (h= h1r2/r12) to the outer radius where h2 = 19.05 m. The finite element grid is shown in Fig. E1.2 (including both node and element numbers). The discretization uses a radial spacing of 15,240 m and an angular spacing of 11.25 deg.


ADCIRC INPUT: Two input files are required by ADCIRC to run this test problem. Their format and contents are described in detail in the input file section of the user's manual. A very brief summary follows. The Grid and Boundary Information File (fort.14) indicates that the grid contains 96 elements and 63 nodes. This information is followed by tables of nodal information (node number, horizontal coordinates and depth) and elemental information (element number, number of nodes in an element and node numbers that comprise the element). An elevation specified (open) boundary (1 segment that contains 9 nodes beginning with node number 7 and ending with node number 63) and a normal flow (zero normal flow) mainland boundary (1 segment that contains 21 nodes beginning with node 63 and ending with node 7) complete the file. The Model Parameter and Periodic Boundary Condition File (fort.15) indicates that the model is started from a state of rest (cold started), a Cartesian coordinate system is specified, finite amplitude, advection and quadratic bottom friction nonlinearities are included, tidal potential or wind stress forcings are not active, and gravity is in units of m/s2 (indicating distance units of meters and velocity units of m/s). The elevation boundary is forced with a spatially uniform sinusoidal elevation having a period of 44,712 s (~12.42 hrs), amplitude of 0.3048 m, and phase of 0 deg. This forcing is ramped up over the first two days of the run. The run lasts for 5 days using a time step of 174.656 s. Model water level and velocity time series are output every three time steps at 3 locations in the domain and every three time steps at all nodes in the domain. Every time step over the final day of the run, the model elevation and velocity fields are harmonically analyzed to extract one constituent (M2). Hot start files are generated every 512 time steps during the course of the simulation.
The Zipped Archive (below) contains the fort.14, fort.15, fort.16, fort.51, fort.52,
fort.53, fort.54, fort.61, fort.62, fort.63, and fort.64 files.
