Figure 7.21- Stick diagram of wind velocities in the Sound during 



9/01/80 to 9/10/80 195 



Figure 7.22- Computed wave height at three stations during 9/01/80 



to 9/10/80 196 



Figure 7.23- Wave-induced bottom stress at three stations during 



9/01/80 to 9/10/80 197 



Figure 7.24- (a) Locations of transect sections in the western portion 



of Mississippi Sound 199 



(b) Locations of transect sections in the eastern portion of 



Mississippi Sound 200 



Figure 7.25- (a) Measured near-surface suspended sediment concentration 



in the Sound during 9/02/80 to 9/03/80 202 



(b) Same as (a) except for near-bottom concentration 202 



Figure 7.26- (a) Measured near-surface suspended sediment concentration 



in the Sound during 9/08/80 to 9/09/80 203 



(b) Same as (b) except for near-bottom concentration 203 



Figure 7.27- Simulated near-bottom suspended sediment concentration at 



three stations during 9/01/80 to 9/10/80 204 



Figure 7.28- (a) Measured near-surface suspended sediment concentration 



in the Sound during 9/20/80 to 9/21/80 206 



(b) Same as (a) except for near-bottom concentration 206 



Figure 7.29- (a) Measured near-surface suspended sediment concentration 



in the Sound during 9/24/80 to 9/25/80 207 



(b) Same as (a) except for near-bottom concentration 207 



Figure 7.30- Simulated near-bottom suspended sediment concentration at 



three locations during 9/20/80 to 9/25/80 208 



Figure E.l - Grid structure for solving the two-dimensional transport 



equation 244 



Figure E.2 - A typical profile containing short-wave oscillations 247 



Figure E.3 - Steady-state, wind-driven currents caused by a 5 m/sec wind 

 in a two-dimensional enclosed basin. Dye of 1000 mg/1 is 

 being released at the upper left corner 251 



Figure E.4 - Dye concentration after 1 day of release and driven 



by the currents in E.3. Computed with upwind scheme 251 



Figure E.5 - Same as E.4 except computed with the combined upward and 



and central difference scheme 252 



Figure E.6 - Same as E.4 except computed with central difference scheme 



with smoothing 252 



Figure E.7 - Same as E.4 except computed with FCT scheme 253 



