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Free surfaces

The dam break example demonstrates the application of the free surface capability of Flo++. The method makes use of the CICSAM discretization method - a high resolution scheme specially tailored to capture a step function smoothly in multiple dimensions.  

Figures 1 to 3 below shows the dam break problem at different time steps. (You may download the following avi file for the complete animation : dambreak.zip.)

(For details on the CICSAM method see Ubbink, O., 1997, Numerical prediction of two fluid systems with sharp interfaces.  PhD Thesis,  University of London.

 


Figure 1. Dam break with obstacle at time zero.


Figure 2. Water crashes over obstacle.


Figure 3. Water sloshing.

 

 

 

 

 

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