Lo- 2-L^ 80m 



X, - 2Sm 



390m 



Figure 16. Lakeview Park project parameters as designed 

 with JMC method (Rosati and Truitt 1990) 



from the Diffraction Energy Method (Walker, Clark, Pope 1980; see discussion 

 in Part II) (Figure 17). The four example problems conducted by Rosati and 

 Truitt (1990) indicated that, for the site parameters evaluated, use of the 

 JMC design tended to result in "more numerous, shorter length segments with a 

 decreased gap width . . . structures are placed closer to shore than observed 

 in US projects . " 



t/= 3.6m 



La= 49m 



Figure 17. Lakeview Park project as constructed (Diffraction 

 Energy Method) (Rosati and Truitt 1990) 



35 



