INCIDENT BOUNDARY CONDITIONS FOR WAVE TRANSFORMATION
Table 1. WIS Errors based on Buoy 44014
Table 2. Wave model errors based on FRF 8-m array measurements
Figure 1. Comparison of measured and modeled wave height for April 1997 at 8-m depth
Figure 3. Comparison of measured and modeled wave height for August 1998 at 8-m depth
SEDIMENT TRANSPORT CALCULATIONS
Figure 5. Typical beach profile used for breaking wave energy flux calculation
Figure 6. Cumulative longshore sediment transport for 1997 using spectral and parametric forcing
DISCUSSION - Smith_Gravens0009
Figure 8. Frequency spectra from 2 April 1997 at 12:00 GMT
CONCLUSIONS - Smith_Gravens0011
REFERENCES - Smith_Gravens0012
Smith_Gravens
Table 1. WIS Errors based on Buoy 44014
Table 2. Wave model errors based on FRF 8-m array measurements
Figure 1. Comparison of measured and modeled wave height for April 1997 at 8-m depth
Figure 3. Comparison of measured and modeled wave height for August 1998 at 8-m depth
SEDIMENT TRANSPORT CALCULATIONS
Figure 5. Typical beach profile used for breaking wave energy flux calculation
Figure 6. Cumulative longshore sediment transport for 1997 using spectral and parametric forcing
DISCUSSION - Smith_Gravens0009
Figure 8. Frequency spectra from 2 April 1997 at 12:00 GMT
CONCLUSIONS - Smith_Gravens0011
REFERENCES - Smith_Gravens0012
Smith_Gravens
