Abstract
In Figure 1 the rectangular crossing point with slopes of AA1
and DB on the impenetrable horizontal basis of length of L is presented.
Water height in the top tail of Н, lower tail with water level
of Н2, having partially impenetrable vertical wall CD (screen), adjoins
a layer sole. If the working part of the crossing point CB (filter)
of width of H1 is flooded, H2>H1, an interval of seepage, usual for
dams, is absent. The upper bound of area of the movement is the
free surface of AD, coming to the #disproportionate CD, screen to
which there is a uniform #evaporation of #intensity ε (0 < ε < 1).
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