PDF OF THE PRESENTATION

Benchmark Problem 2:  description

Comparison plots:
  • Surface elevations at Control Point and Hilo harbot tide gage, Cliffs vs prescribed incident wave (NEOWAVE) and gage record, accordingly
  • Velocity components at HA1125 (Harbor Entrance), ADCP data vs model at:   20-m resolution   10-m resolution
  • Velocity components at HA1126 (Inside Harbor), ADCP data vs model at:   20-m resolution   10-m resolution
  • Currents (abs value) at HA1125 and HA1126, Cliffs at 10-m resolution vs data

    • Notes:

    		 computations with Cliffs at 10m and 20 m resolution, Manning n=0.025;
    simulations were forced through the upper grid boundary;
    prescribed input is shifted in time through 25.8 min to match arrival at the gage.

    Benchmark Problem 1

    Benchmark Problem 3

    Benchmark Problem 4

    Benchmark Problem 5