International Journal of Mathematics and Mathematical Sciences

Research Article

Free-Boundary Seepage from Asymmetric Soil Channels

Figure 2

Seepage from channels with smooth contours.
962963.fig.002a
(a)   𝑄 / 𝑘 𝐿 = 2 . 7 5 8 8
962963.fig.002b
(b) 𝑄 / 𝑘 𝐿 = 3 . 1 7 9 2
962963.fig.002c
(c) 𝑄 / 𝑘 𝐿 = 2 . 8 6 4 0
962963.fig.002d
(d) 𝑄 / 𝑘 𝐿 = 3 . 3 0 3 8