WAVE-SCREENS AND FLOATING BREAKWATERS. 229 



some other means of fixing them was to be resorted to. Spaces 

 were to be left between the piles equal to their diameter. 



HIGH WATER 



FIG. 59. Wave-screen as proposed by Mr. Catver, R.X. Cross-section. 



The stays were to be 15 inches in diameter, and were to be 

 fixed as shown in the drawing. 



It was assumed that the foot of each stay would be buried 



