COUPLING OF WAVE AND CIRCULATION NUMERICAL MODELS AT GRAYS HARBOR ENTRANCE, WASHINGTON, USA
FIELD DATA COLLECTION - ICCE02_Cialone0002
NUMERICAL SIMULATIONS - ICCE02_Cialone0003
Model Coupling
Fig. 2. Idealized inlet bathymetry to approximate conditions at Shinnecock Inlet, NY
Fig. 4a. Idealized inlet flood tidal currents
Fig. 5a. Idealized inlet ebb tidal currents
Grays Harbor, Washington, Simulations
Fig. 6. ADCIRC finite-difference mesh for Grays Harbor, Washington, application
Fig. 7. ADCIRC mesh for Grays Harbor: fine resolution in the surf zone mesh and a portion of the STWAVE grid boundary
Fig. 8a. Grays Harbor entrance flood tidal currents
Fig. 9a. Grays Harbor entrance ebb tidal current
CONCLUSIONS - ICCE02_Cialone0013
ACKNOWLEDGEMENTS - ICCE02_Cialone0014
ICCE02_Cialone
FIELD DATA COLLECTION - ICCE02_Cialone0002
NUMERICAL SIMULATIONS - ICCE02_Cialone0003
Model Coupling
Fig. 2. Idealized inlet bathymetry to approximate conditions at Shinnecock Inlet, NY
Fig. 4a. Idealized inlet flood tidal currents
Fig. 5a. Idealized inlet ebb tidal currents
Grays Harbor, Washington, Simulations
Fig. 6. ADCIRC finite-difference mesh for Grays Harbor, Washington, application
Fig. 7. ADCIRC mesh for Grays Harbor: fine resolution in the surf zone mesh and a portion of the STWAVE grid boundary
Fig. 8a. Grays Harbor entrance flood tidal currents
Fig. 9a. Grays Harbor entrance ebb tidal current
CONCLUSIONS - ICCE02_Cialone0013
ACKNOWLEDGEMENTS - ICCE02_Cialone0014
ICCE02_Cialone
