Biomedical Journal Articles

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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On Filtration in a Rectangular Interchange with A Particularly Unpermatable Vertical Wall in the #Evaporation by EN Bereslavski in BJSTR