Case 10000: 



T = 2.49; 



H b = 0.4 



2; X b = 9 



m = 0.033 









H 



X 



h 



V 



0.30 



30.00 



1.26 



-0.003 



0.34 



87.70 



0.63 



-0.006 



0.44 



91.70 



0.50 



-0.006 



0.35 



93.55 



0.45 



-0.004 



0.22 



94.95 



0.41 



-0.003 



0.16 



96.50 



0.35 



0.003 



0.17 



98.25 



0.30 



0.014 



0.08 



100.00 



0.24 



0.023 



IRREGULAR TESTS 



KEY: T = peak wave period (sec) 

 h toe = depth at bar toe (ft) 



X toe = distance from wave board to bar toe (ft) 

 h c = depth at bar crest (ft) 



X c = distance from wave board to bar crest (ft) 

 h t = depth at bar trough (ft) 



X t = distance from wave board to bar trough (ft) 

 0! = seaward bar angle (deg) 

 /3 3 = shoreward bar angle (deg) 

 m = beach slope 

 Hmax = maximum wave height at gage (ft) 

 Hs = significant wave height at gage (ft) 

 Hmean = mean wave height at gage (ft) 

 Hrms = ras wave height at gage (ft) 



X = distance from wave board to gage (ft) 



h = still-water depth at gage (ft) 



r\ = mean-water level relative to still-water level (ft) 



C35 



