Table G5 



Percent Occurrence of Cases Exceeding Wilson's (1 967) Slope Criterion at 



Piers, 7=30-100 sec 



Basin 

 No. 



Harbor Plan 



Ex. 



1 



2 



3a 



3b 



3c 



4a 



4b 



4c 



5 



6 



7 



Pierl 



2 



0.2 



1.7 



1.0 



0.3 



0.5 



0.4 



0.5 



0.5 



0.5 



1.1 



0.5 



1.4 



3 



1.5 



3.4 



1.2 



5.2 



1.0 



2.5 



3.9 



2.2 



6.7 



3.5 



1.8 



11.7 



4 



0.8 



0.7 



1.4 



1.9 



0.4 



2.1 



0.9 



0.9 



0.4 



1.4 



0.6 



6.3 



5 



1.7 



6.8 



3.4 



9.9 



1.2 



1.2 



1.0 



0.2 



1.3 



4.4 



0.5 



9.6 



6 



5.9 



7.5 



3.9 



5.2 



0.6 



2.0 



2.8 



1.4 



1.9 



15.4 



2.6 



12.7 



Piers 2 & 3 



7 



3.3 



8.5 



2.7 



3.7 



0.4 



2.5 



2.6 



1.7 



1.1 



2.4 



2.1 



9.1 



8 



5.4 



15.0 



5.3 



3.5 



0.4 



2.9 



1.7 



0.9 



2.2 



6.9 



1.4 



16.1 



9 



2.1 



3.5 



2.3 



1.2 



0.9 



3.8 



2.4 



1.6 



1.2 



6.2 



1.6 



12.5 



10 



1.0 



0.9 



2.8 



2.4 



2.5 



3.5 



4.6 



4.2 



5.1 



3.1 



3.3 



6.3 



Barge Pier (Planned) 



25 





3.4 























26 





2.3 























30 







2.5 



0.9 



1.2 



2.9 



6.7 



4.9 



1.2 



4.2 



4.7 



5.4 



Boat Ramp 



21 



5.9 



5.3 



3.9 



0.7 



0.9 



0.8 



1.3 



1.2 



1.9 



7.7 



1.6 



5.2 



Passenger Ship Pier (Planned) 



17 















2.1 



2.4 



1.6 





1.3 



2.5 



18 















1.1 



0.7 



0.6 





0.7 



1.8 



23 





0.8 



1.0 





















28 









3.5 



0.7 



1.3 















29 









6.5 



1.4 



0.9 















32 





















8.9 







33 





















5.2 







36 

























9.8 



37 

























2.7 



38 

























0.3 



G18 



Appendix G Harbor Oscillation Summaries from Numerical Model 



