Constant head permeability tests were performed on two soil specimens, $S I$ and $S 2$. The ratio of height of the two specimens $\left(\mathrm{L}_{\mathrm{S} 1}: \mathrm{L}_{\mathrm{s} 2}\right)$ is $1.5,$ the ratio of the diameter of specimens $\left(\mathrm{D}_{\mathrm{S} 1}: \mathrm{D}_{\mathrm{S} 2}\right)$ is $0.5,$ and the ratio of the constant head $\left(\mathrm{h}_{\mathrm{s} 1}: \mathrm{h}_{\mathrm{S} 2}\right)$ applied on the specimens is $2.0 .$ If the discharge from both the specimens is equal, the ratio of the permeability of the soil specimens $\left(\mathrm{k}_{\mathrm{Si}}: \mathrm{k}_{\mathrm{S} 2}\right)$ is

Constant head permeability tests were performed on two soil specimens, $S I$ and $S 2$. The ratio of height of the two specimens $\left(\mathrm{L}_{\mathrm{S} 1}: \mathrm{L}_{\mathrm{s} 2}\right)$ is $1.5,$ the ratio of the diameter of specimens $\left(\mathrm{D}_{\mathrm{S} 1}: \mathrm{D}_{\mathrm{S} 2}\right)$ is $0.5,$ and the ratio of the constant head $\left(\mathrm{h}_{\mathrm{s} 1}: \mathrm{h}_{\mathrm{S} 2}\right)$ applied on the specimens is $2.0 .$ If the discharge from both the specimens is equal, the ratio of the permeability of the soil specimens $\left(\mathrm{k}_{\mathrm{Si}}: \mathrm{k}_{\mathrm{S} 2}\right)$ is

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