Port Sanilac, Michigan (July 1963) 



LAKE 



HURON 



I m BiluminouS Cop 



3 0m 



Toe Prelection 



,./^tr 



LAKESIDE 



Sleel Shed Piles 



I 2n 



,RiOrop 



Driven Lenqlh Vonob 

 _L Averoge Penetrotion 



bie 

 I 8ni 



8 Bin - 



(mrenc* Citoitntt 



2 4m[ 



Section A-A 



LAKESIDE 



.Sleel Sheel Piles 



I 2m]~ 



I 5m 



voriooie 1 



^l_j-Toe Protection I 



50 100 m 



00 100 200300 ft 



Driven Lenqfti Vorioble 

 flveroge Penetrolion 4 0m 



Section B-B 

 TYPICAL SECTIONS OF BREAKWATER 



Figure 6-65. Cellular-steel sheet-pile and sheet-pile breakwater. 



6-91 



