Compute the discharge velocity and the seepage velocity

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Reference no: EM131165133

A clean sand having a permeability of 5 x 10-^₂ cm/s and a void ratio of 0.5 is placed in a horizontal permeability apparatus, as chosen in Fig. 7.2. Compute the discharge velocity and the seepage velocity as the head dle goes from 0 to 100 cm. The cross-sectional arca of the horizontal pipe is 100 coif. and the soil sample is OS in long.

Reference no: EM131165133

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