A horizontal impervious floor of length 20 m is provided with a cutoff of a 4 m depth at its downstream end. If the head causing the flow is 2m, find the exit gradient for the soil. Take Gs = 2.7 and void ratio is 0.70. Round off to three decimal digits.

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Principles of Seepage

In hydrology, when water flows down in a pore or crack of unsaturated soil due to gravity, the deep layer of soil is called seepage. It is the slow movement of water in the soil layer. Seepage is mainly found near hydraulic structures and is responsible for the stability of earthen-type hydraulic structures.