PART IV: CONCLUSIONS 



51. Based on the results of the test conditions reported herein, it was 

 concluded that: 



a. Each of the breakwater plans demonstrated varying degrees of 

 acceptable stability for the sea-side and rehabilitation sec- 

 tions depending on the chosen design condition. 



b. Tests at low water (0.0 ft mllw) indicate that the sea- side toe 

 area was stable for the conditions tested. 



c. Plan 5 yielded the best combination considering stability, wave 

 overtopping, and wave transmission energy. Any back pressure 

 resulting from the filter layer included in Plan 5 did not 

 cause significant damage to the sea side. 



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