Model: 3-0 



Bottom Stress: quadratic 



3-D 

 no-slip 



2-D 

 quadratic 



(u.v) ,.1 



• • • . • / 



\ \ » • • • • ' 



^ - - f f 

 V » » » • 



- - ' ' * 

 \ \ ^ " * 



\ s ^ -. -• — -• 



^ ^ ' 



20 cm/sec 



(U.V) ^. g 



" 



- 



^' 



- 



'- — — - 





'' 















^ 



' 



' 



^ - -^ N 



. - s ^ 







/ 



i 

 1 



1 



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^ 





- — - ' 







s 



-, 









^ 





- 



-- 







^ 



, 







- - 











^ 





■* 



^ ■* 



* 





N 



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>. -. 



-. - - 





N 



>. 



^ -^ 



- - - 



^ ^ 

 ^ ^ 



N 



^ 



^* "^ 



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N 



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^» "^ 



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— — — 



^ /* 



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--" 



>—— — 



^ ^ 



^ 



_ 



1 



—-.-, 



_ _ 







6 



cm/ sec 









"^ 







-' 



-' 



--• 



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r 



- 



' - 



- - - 



- ■• 





■ 







- * 



15 cm/sec 



Same as above 



12 cm/ sec 



25 cm/sec 



Figure 4.7. Steady-state velocity field in the enclosed basin. 

 Results from three models. 



Model : 3-D 



Bottom Stress: quadratic 



3-D 

 no-slip 



2-D 

 quadratic 



5 



(cm) 



(dyne/cm^) 



Figure 4.8. 



Surface elevation and bottom shear stress in the 

 enclosed basin. Results from three models. 



64 



