SEASIDE 



HARBORVOE SLOPE 

 10 TO N ;o TOW 



ONE LAYER OF BURLAP TO PROVIDE A ROUGH SURFACE ■ 



60 60 40 



10 20 30 40 50 60 70 



DISTANCE FROM CENTERLINE (ft) (Dimensions shown in feet) 



Figure 56. Suggested design for rehabilitated breakwater, Hilo, Hawaii 

 (from Kamel, 1967) . 



Seaside 



}H-j -*J£ 22ll|— OnaLajir *»-to IC 



Armor Stonti Adtq 

 Alloc* of Short 



Loytr 10-ton Stone* 



(Dimension shown in feet) 



Figure 57. Suggested design, typical non over topping barrier 

 section, Hilo, Hawaii (from Kamel, 1967). 



163 



