Figure 1. Flow pattern calculated at ε = 0.6, hc = 0.5, T = 7, S = 3, and H = 5

From

Effect of Evaporation or Infiltration on the Free Surface of Groundwater in Certain Problems of Underground Hydromechanics

E. N. Bereslavskii

American Journal of Applied Mathematics and Statistics. 2017, 5(5), 159-163 doi:10.12691/ajams-5-5-1