Figure 38. Grid of existing harbor 



In addition to existing conditions, 1 1 harbor modification plans were 

 specified for evaluation, as discussed in Chapter 1 and summarized in Table 13. 

 The existing harbor grid was modified to represent each alternative config- 

 uration. Grid characteristics for each configuration are included in Table 1 1. 

 Short wave reflection coefficients were modified as appropriate for the plan 

 grids. General guidelines were K = 0.5 along piers (mainly due to steep, partially 

 revetted slopes under piers) and K = 0.35 along breakwater extensions. 



Chapter 4 Numerical Model 



53 



