1 ^\— .-^ ^Sit 



J -6 .»- J -6 



'Stsel sheet pila 

 whJS lbs. per so- 

 rt ortvoll 



Plan -SrcCL Sh££t P/lc Dikc 

 Imshopc Aru 



4 ■■ 6 a. 4-6'- 



. Stee/ Sheet Pile 



wt 36 lbs. per so. 



rt ofivall 



(b) 



Plan- Ste£l Sheet Pile Dike 



Off SHORE AfkM 



Plan - Steel Sheet Pile Cylinder 

 At Outer End Of Dike 



Port O Connor Dikes - Port O'Connor, Texas 

 FIGURE 121 



■4' Asphalt Ic concrete^ 



L.W.D.Eil.570.5- 



Typical Section A- A 



, S pact no ■ I- IPS Dig. ^ ■ 

 TypicAL Plan 



Circular TypE Of Cellular Breakwater 

 FIGURE 122 



185 



