A sand deposit 12 m thick overlies an impervious soil mass. A vertical sheet pile penetrates 5 m into the sand deposit. The water level on U/S and D/S is 3 m and 1 m above the ground surface, respectively. The horizontal and vertical permeability for the sand deposit are 4 m/day and 1 m/day, respectively. A flow net construction reveals that there are 12 flow channels and 24 potential drops. Determine the seepage flow per day.
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