NUMERICAL SIMULATION OF SEDIMENT PATHWAYS AT AN IDEALIZED INLET AND EBB SHOAL
COUPLED MODELS
Fig. 1. Idealized grid bathymetry
HYDRODYNAMIC PROPERTIES
Fig. 3. Current speed and direction, peak ebb (hr 81), tide only
Fig. 5. Current speed and direction, fair-weather wave
Fig. 6. Wave height and direction, storm wave
Case 4: Tide and Fair-Weather Wave - Militello_Kraus-030008
Fig. 9. Current speed and direction, peak flood (hr 75) & peak ebb (hr 81), tide & storm wave
Fig. 11. Change in depth and transport vectors at hr 99, fair-weather wave
Case 4: Tide and Fair-Weather Wave - Militello_Kraus-030011
Fig. 13. Change in depth and transport vectors at peak flood (hr 75) and peak ebb (hr 81), tide anf fair-weather wave
CONCLUSIONS - Militello_Kraus-030013
REFERENCES - Militello_Kraus-030014
Militello_Kraus-03
COUPLED MODELS
Fig. 1. Idealized grid bathymetry
HYDRODYNAMIC PROPERTIES
Fig. 3. Current speed and direction, peak ebb (hr 81), tide only
Fig. 5. Current speed and direction, fair-weather wave
Fig. 6. Wave height and direction, storm wave
Case 4: Tide and Fair-Weather Wave - Militello_Kraus-030008
Fig. 9. Current speed and direction, peak flood (hr 75) & peak ebb (hr 81), tide & storm wave
Fig. 11. Change in depth and transport vectors at hr 99, fair-weather wave
Case 4: Tide and Fair-Weather Wave - Militello_Kraus-030011
Fig. 13. Change in depth and transport vectors at peak flood (hr 75) and peak ebb (hr 81), tide anf fair-weather wave
CONCLUSIONS - Militello_Kraus-030013
REFERENCES - Militello_Kraus-030014
Militello_Kraus-03
