International Journal of Mathematics and Mathematical Sciences

Research Article

Free-Boundary Seepage from Asymmetric Soil Channels

Figure 3

Seepage from channels with angular points.
962963.fig.003a
(a)   𝑄 / 𝑘 𝐿 = 7 . 0 5 5 5
962963.fig.003b
(b) 𝑄 / 𝑘 𝐿 = 5 . 2 4 6 0
962963.fig.003c
(c) 𝑄 / 𝑘 𝐿 = 5 . 4 9 5 1
962963.fig.003d
(d) 𝑄 / 𝑘 𝐿 = 5 . 5 0 3 9