Table 2. Stage of wave development^, 







Fetch = 100 



meters 





u 



(m/s) 



H 

 (m) 



Percent H 

 developed 



T 

 (s) 



Percent T 

 developed 



0.053 



0.00008 



99.0 



0.039 



95.3 



0.107 



0.0003 



90.0 



0.071 



86.6 



0.347 



0.00173 



50.0 



0.166 



62.4 



1.0 



0.0064 



22.2 



0.312 



40.6 



2.0 



0.0145 



12.5 



0.455 



30.0 



3.0 



0.023 



8.9 



0.563 



24.4 



4.0 



0.032 



7.0 



0.653 



21.2 



5.0 



0.042 



5.8 



0.732 



19.0 



7.0 



0.062 



4.4 



0.869 



16.1 



10.0 



0.094 



3.3 



1.042 



13.5 



15.0 



0.151 



2.3 



1.278 



11.1 



20.0 



0.210 



1.8 



1.48 



9.6 



25.0 



0.272 



1.5 



1.653 



8.6 



30.0 



0.337 



1.3 



1.812 



7.8 





Fetch = 200 



meters 





0.07539 



0.00016 



99.0 



0.0553 



95.3 



0.15156 



0.0014 



90.0 



0.101 



86.6 



0.4901 



0.0278 



50.0 



0.2354 



62.4 



1.0 



0.00846 



29.3 



0.363 



47.18 



2.0 



0.0193 



16.7 



0.534 



34.7 



3.0 



0.031 



11.9 



0.663 



28.7 



4.0 



0.043 



9.4 



0.772 



25.1 



5.0 



0.056 



7.8 



0.866 



22.5 



7.0 



0.083 



5.9 



1.03 



19.13 



10.0 



0.126 



4.36 



1.236 



16.06 



15.0 



0.202 



3.10 



1.518 



13.15 



20.0 



0.281 



2.436 



1.755 



11.406 



25.0 



0.365 



2.020 



1.964 



10.211 



30.0 



0.450 



1.733 



2.153 



9.327 



^All calculations are based on the equations identified 

 by U.S. Army, Corps of Engineers, Coastal Engineering 

 Research Center (1975) in Table 1. 



30 



