Table 7 



Wave Heights for Existing Conditions 



(Riverflow Conditions) 



Experimental Wave 



Wave Height, ft, at Indicated Gauge Location 



Direction 

 az 



Period 

 sec 



Heiglit 

 ft 



Gauge 1 



Gauge 2 



Gauge 3 



Gauge 4 



Gauge 5 



Gauge 6 



swl = +1.7ft 



11 



4.0 



2.0 



1.0 



0.5 



0.6 



0.5 



0.2 



0.4 





6.0 



4.0 



1.8 



1.3 



1.8 



0.9 



2.1 



0.8 





7.9 



6.8 



3.5 



2.4 



2.7 



2.2 



2.6 



1.6 





8.6 



8.6 



4.0 



2.7 



2.9 



2.5 



2.6 



1.8 





9.2 



9.9 



4.1 



2.9 



3.1 



2.8 



2.6 



1.8 



59 



4.0 



2.0 



2.5 



2.3 



1.9 



1.3 



1.3 



1.0 





5.0 



4.0 



4.0 



2.7 



3.3 



2.1 



3.0 



2.0 





6.0 ■ 



6.1 



5.0 



3.3 



3.9 



2.4 



5.2 



2.2 





6.5 



7.7 



5.7 



3.8 



3.8 



3.0 



5.7 



2.8 





7.0 



8.8 



6.1 



4.0 



3.8 



3.2 



5.8 



3.2 



swi = +3.5 ft 



11 



4.0 



2.0 



1.0 



0.8 



0.8 



0.9 



0.7 



0.7 





6.0 



4.0 



1.6 



1.0 



1.3 



1.2 



1.8 



1.0 





7.9 



6.8 



3.4 



2.5 



2.8 



2.8 



2.6 



2.2 





8.6 



8.6 



3.9 



3.1 



3.4 



3.5 



2.8 



2.3 





9.2 



9.9 



4.3 



3.4 



3.9 



4.1 



3.1 



2.4 



59 



4.0 



2.0 



2.6 



2.1 



2.0 



1.3 



1.4 



1.1 





5.0 



4.0 



4.0 



2.7 



3.5 



1.9 



3.4 



1.6 





6.0 



6.1 



5.4 



3.4 



4.0 



2.4 



5.5 



2.4 





6.5 



7.7 



6.0 



3.9 



4.0 



2.9 



5.8 



3.2 





7.0 



8.8 



6.6 



4.2 



4.0 



3.4 



5.9 



3.9 



46 



Chapter 6 Physical Model 



