FIGURE Page 



Mexico, tjq, obtained from the simulation of HIIR19. The 



solid line is computed by averaging water levels from 



every grid point in the Gulf at each time step. The 



dashed line is computed from the continuity equation. 



The datum is mean sea level 139 



82 Time sequence of water levels at Cedar Key obtained from 



the simulation of HUR22. The datum is mean sea level. . . 141 



83 Time sequences of the average water levels in the Gulf of 

 Mexico, tjq, obtained from the simulation of HUR22. The 

 solid line is computed by averaging water levels from 

 every grid point in the Gulf at each time step. The 

 dashed line is computed from the continuity equation. 



The datum is mean sea level 142 



84 Time sequence of water levels at Cedar Key obtained from 



the simulation of HUR23. The datum is mean sea level. . . 144 



85 Time sequences of the average water levels in the Gulf of 

 Mexico, tjq, obtained from the simulation of HUR23 . The 

 solid line is computed by averaging water levels from 

 every grid point in the Gulf at each time step. The 

 dashed line is computed from the continuity equation. 



The datum is mean sea level 145 



86 Time sequence of water levels at Cedar Key obtained from 



the simulation of HUR24. The datum is mean sea level. . . 146 



87 Time sequences of the average water levels in the Gulf of 

 Mexico, 7}q, obtained from the simulation of HUR24. The 

 solid line is computed by averaging water levels from 

 every grid point in the Gulf at each time step. The 

 dashed line is computed from the continuity equation. 



The datum is mean sea level 147 



88 Observed water levels (with tide removed) at Cedar Key 

 during hurricane Agnes in 1972 (after Ichiye et al., 



1973). The datum is gauge mean low water 148 



89 Time sequence of water levels at Galveston obtained from 



the simulation of HUR25. The datum is mean sea level. . . 150 



90 Time sequences of the average water levels in the Gulf of 

 Mexico, tjq, obtained from the simulation of HUR25. The 

 solid line is computed by averaging water levels from 

 every grid point in the Gulf at each time step. The 

 dashed line is computed from the continuity equation. 



