I.   Presentation of the case.

    The subject of this study is the confluence of two flooded fields. The modelised zone represents the confluence of two rivers schematised with a V form disposed with an angle of about 60 degres. The flood is imposed at the top of each river and a condition of imposed height is set at the end of the modelised zone, as we can see on the following picture :

    A slope of 1% is imposed between the bottom and the top of the modelised field.
 
 

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