Table G2 



Percent Occurrence of H slong z10 cm at Piers, 7=100-400 sec 



Basin 

 No. 



Harbor Plan 



Ex. 



1 



2 



3a 



3b 



3c 



4a 



4b 



4c 



5 



6 



7 



Pierl 



2 



2.1 



2.3 



2.4 



5.6 



6.2 



5.5 



3.5 



6.1 



5.4 



1.4 



6.6 



4.0 



3 



0.8 



0.9 



0.9 



2.6 



2.5 



1.3 



0.9 



2.5 



1.4 



0.5 



2.4 



0.9 



4 



1.2 



2.2 



2.2 



1.2 



0.7 



0.8 



1.1 



0.7 



0.7 



3.0 



0.9 



0.1 



5 



7.2 



9.5 



9.6 



8.0 



6.3 



8.4 



7.6 



6.7 



7.5 



11.0 



6.7 



2.2 



6 



13.1 



13.6 



14.3 



14.6 



11.7 



13.7 



12.9 



13.0 



12.5 



15.1 



12.3 



5.4 



Piers 2 & 3 



7 



13.6 



13.8 



14.6 



14.9 



10.0 



13.9 



13.3 



13.3 



12.9 



15.4 



12.9 



5.7 



8 



11.8 



12.4 



13.4 



12.9 



10.0 



12.5 



11.7 



11.4 



11.7 



14.4 



10.8 



4.9 



9 



4.6 



6.6 



6.8 



4.8 



3.3 



4.9 



5.2 



4.1 



4.5 



7.8 



4.2 



1.1 



10 



0.5 



0.4 



0.4 



0.1 



0.0 



0.1 



0.4 



0.1 



0.0 



0.6 



0.1 



0.1 



Barge Pier (Planned) 



25 





0.4 























26 





1.9 























30 







5.2 



0.5 



0.6 



2.6 



0.8 



0.9 



1.3 



4.9 



0.8 



4.4 



Boat Ramp 



21 | 10.6 



12.6 



11.1 



14.1 



12.4 



17.5 



15.4 



15.6 



14.3 



23.8 



15.3 



3.7 



Passenger Ship Pier (Planned) 



17 















6.0 



7.6 



7.0 





7.5 



15.5 



18 















10.0 



8.6 



2.1 





8.7 



15.3 



23 





35.6 



39.2 





















28 









13.9 



7.1 



2.1 















29 









8.9 



5.9 



2.2 















32 





















6.8 







33 





















3.2 







36 

























3.5 



37 

























1.5 



38 

























0.2 



Appendix G Harbor Oscillation Summaries from Numerical Model 



G15 



