From the figure shows an unconfined non-homogeneous aquifer between two water bodies at a depth of 45 m and 37 m respectively. 45m K₁=35m/day K₂=20m/day 60m 40m 36. Compute the average coefficient of permeability of the aquifer in m/day. a 21.53 (b 26.92 c. 32.30 37. Compute the rate of flow in m³/day. a. 70.645 b. 10.059 a. c. 79.522 38. Compute the seepage velocity if the soil has a porosity of 24% in m/day. b. 7.985 8.975 9.875 37m d. 24.23 d. 88.298 d. 8.795

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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.