1 Table 1 



J Summary of Refraction and Shoaling Analysis for Noyo Harbor 



Wave Period, sec 



Shallow-Water 

 Azimuth, deg 



Refraction 1 

 Coefficient 



Shoaling 2 

 Coefficient 



Wave-Height 

 Adjustment Factor 



Northwest, 315 deg 



7 



312.2 



0.981 



0.956 



0.938 



9 



307.3 



0.950 



0.917 



0.871 



I 11 



302.8 



0.926 



0.917 



0.849 



I 13 



299.3 



0.912 



0.938 



0.855 



15 



296.2 



0.897 



0.971 



0.871 



17 



293.1 



0.889 



1.009 



0.897 



19 



290.9 



0.885 



1.044 



0.924 



West-Northwest, 292.5 deg 



7 



292.5 



0.998 



0.956 



0.954 



9 



291.3 



0.992 



0.917 



0.910 



11 



289.8 



0.993 



0.917 



0.911 



13 



288.4 



0.996 



0.938 



0.934 



15 



287.1 



1.006 



0.971 



0.977 



17 



285.7 



1.003 



1.009 



1.012 



19 



284.5 



1.010 



1.044 



1.054 | 



West, 270 deg 



7 



270.0 



1.000 



0.956 



0.956 



9 



270.2 



0.995 



0.917 



0.912 



11 



270.0 



0.992 



0.917 



0.910 



13 



270.1 



0.981 



0.938 



0.920 



15 



270.4 



0.973 



0.971 



0.945 



17 



270.5 



0.972 



1.009 



0.981 



19 



270.6 



0.975 



1.044 



1.018 



West-Southwest, 247.5 deg 



7 



247.5 



0.999 



0.956 



0.955 



9 



249.4 



0.990 



0.917 



0.908 



11 



251.8 



0.988 



0.917 



0.906 



13 



254.1 



0.989 



0.938 



0.928 



15 



255.9 



0.996 



0.971 



0.967 



17 



257.7 



1.002 



1.009 



1.001 



19 



259.1 



1.011 



1.044 



1.055 



(Continued) 



At approximate locations of wave generator in model. 



At 81 -ft depth (75-ft pit elevation with 6-ft storm tide conditions superimposed). 



