Appendix G 



Harbor Oscillation Summaries 



from Numerical Model 



List of Figures 



Figure Gl. Long wave response, Pier 1 G2 



Figure G2. Long wave response, Piers 2 and 3 G4 



Figure G3. Long wave response, barge pier G6 



Figure G4. Long wave response, passenger pier G8 



Figure G5. Long wave response, boat ramp G10 



Figure G6. Comparison to Wilson's (1967) slope criterion, 



100- to 400-sec period G12 



Figure G7. Comparison to Wilson's (1967) slope criterion, 



30- to 100-sec period G13 



List of Tables 



Tabled. RMS Values of A^, at Piers, 7=100-400 sec G14 



Table G2. Percent Occurrence of H slon > 10 cm at Piers, T= 100-400 sec G15 



Table G3. Percent Occurrence of H Silm j> 10 cm at Piers, 7=30-100 sec G16 



Table G4. Percent Occurrence of Cases Exceeding Wilson's (1967) 



Slope Criterion at Piers, 7=100-400 sec G17 



Table G5. Percent Occurrence of Cases Exceeding Wilson's (1967) 



Slope Criterion at Piers, 7=30-100 sec G18 



Appendix G Harbor Oscillation Summaries from Numerical Model 



G1 



