Calculation of seepage attached to the flow round the Zhukovsky rabbet with the more than once sheeted area of complex velocity

In hydrodynamic statement the problem about the flat established filtration under a rabbet Zhukovsky through irrigated soil a file spread by strongly nontight layer, the left semi-infinite which part of a roof is modelled by impenetrable inclusion. The movement case when velocity of a flow on the end the rabbet is equal to infinity that leads to the more than once area of complex velocity is considered. Comparison of the decision with results for a case of final size of speed of a flow on the end the rabbet is given.