Table 11 



Wave Heights for Plan 9 



(Riverflow Conditions) 



Experimental Wave 



Wave Heiglit, ft, at Indicated Gauge Location 



Direction 

 az 



Period 

 sec 



Height 

 ft 



Gauge 1 



Gauge 2 



Gauge 3 



Gauge 4 



Gauge 5 



Gauge 6 



swl = +1.7ft 



11 



4.0 



2.0 



0.2 



0.1 



0.1 



0.1 



0.1 



0.2 





6.0 



4.0 



0.6 



0.3 



0.8 



0.3 



0.8 



0.5 





7.9 



6.8 



1.8 



1.3 



1.3 



1.1 



1.3 



1.2 





8.6 



8.6 



2.3 



1.7 



1.7 



1.4 



1.6 



1.4 





9.2 



9.9 



2.3 



1.8 



1.9 



1.6 



1.7 



1.6 



59 



4.0 



2.0 



1.3 



0.9 



0.7 



0.7 



0.6 



0.7 





5.0 



4.0 



1.5 



1.0 



1.3 



1.0 



1.3 



1.2 





6.0 - 



6.1 



2.3 



1.6 



2.1 



1.4 



2.5 



1.8 





6.5 



7.7 



2.7 



1.9 



2.2 



1.7 



2.5 



2.2 





7.0 



8.8 



2.9 



2.1 



2.1 



2.0 



2.8 



2.4 



swi = +3.5 ft 



11 



4.0 



2.0 



0.5 



0.2 



0.3 



0.3 



0.2 



0.3 





6.0 



4.0 



0.6 



0.3 



0.6 



0.4 



0.7 



0.6 





7.9 



6.8 



1.6 



1.2 



1.3 



1.0 



1.2 



1.5 





8.6 



8.6 



2.0 



1.7 



1.6 



1.4 



1.6 



1.7 





9.2 



9.9 



2.4 



1.8 



1.9 



1.8 



1.9 



1.7 



59 



4.0 



2.0 



1.1 



0.9 



0.9 



0.6 



0.7 



0.8 





5.0 



4.0 



1.8 



1.3 



1.8 



1.1 



2.1 



1.3 





6.0 



6.1 



2.3 



1.8 



2.1 



1.5 



2.5 



1.9 





6.5 



7.7 



2.9 



2.4 



2.4 



2.2 



2.8 



2.5 





7.0 



8.8 



3.3 



3.1 



2.9 



2.8 



3.4 



3.2 



Current patterns and magnitudes obtained for Plan 9 are presented in 

 Photos 97-112 for various wave conditions for the 11 and 59 deg directions and 

 for both no flow and riverflow conditions. For all conditions, currents moved 

 southerly along the shoreline past the harbor and created weak eddies inside the 

 harbor entrance. Maximum velocities were as follows: 



52 



Chapter 6 Physical Model 



