0.7 



0.6 



0.5 



0.4 



0.3 



0.2 



0.1 



0.0 



0.3 



0.2 



0.1 



0.0 



0.3 



0.2 



0.1 



0.0 



0.3 



0.2 



0.1 



0.0 



0.3 



0.2 



0.1 



0.0 



Pirrl 



Pier 2*3 



Borgg 



Ronl 

 knmp 





ParimtarPM 



- |0tn= 192°| 





• Existing 

 ■ Plan 4b 

 A Plon 6 

 T Plon 7 









••ff.f--i-i-.i-. 











^ 



• 



-!•••; •••*■•*••«••■ 

 1 



: ! \Ui 



.J...LLJ... 

 •ffft 



1 



! 



1 



: t : 







: a : 

 ■■f-f-j-i- 



: 1. 



■ 



A 





|9m = 203°| 



-I-:-:-;-:- 

 1 



1 



"":'"■": "r"" 

 ..I.,..,...,.,.., v . 







: ■ ': 



; ■ 





]6m = 21 4° | 



-itffi- 



1 



■ 



: T . 





1 



..:...:...■.. : 



Mi; 



: ■ 



A 





|9m = 225°| 



. i M 



■ 



,. : :...: : :... 



T 



rrrvrr: 







■pfl'l" 



ifTt 



:...■... 



...... 



■ 

 I 





|9m = 236o| 



• I M 

 -- 1 - 



' = 1 



■ 





.... ., ...... . .... 



■■:■••■:••■■:••-•;•-■•:•■■,■- 



■ ■ 



23456 789 10 



30 21 17 18 36 37 38 



Figure 49. Comparison of (A m ) _ averaged over periods of 10-20 sec at piers, 

 existing harbor and Plans 4b, 6, and 7 (see Figure 46 and 



Appendix E for basin locations) 



72 



Chapter 5 Harbor Response to Wind Waves and Swell 



