c 



ase 



400 



hr 





□ 



0-1 





o 



1-3 





A 



3-5 





+ 



5-10 





X 



10-15 









15-20 





V 



20-30 





ta 



30-40 



Distance from Initial Shoreline (m) 



Figure 16. Time evolution of net cross-shore sand transport rate 

 distribution for Case 400, erosional case 



Distance from Initial Shoreline (m] 



Case 201 



hr 



□ 0-1 



O 1 



2 



A 2 



3 



+ 3 



5 



x 5 



10 



A 10 



15 



V 15 



20 



B 20 



30 



* 30 



40 



Figure 17. Time evolution of net cross-shore sand transport rate 

 distribution for Case 201, accretionary case 



37 



