A pump has a tapering pipe running full of water. The pipe is placed vertically with the diameters at the base and top being 1.2m and 0.6m respectively. The pressure at the upper end is 240mm of Hg vacuum, while the pressure at the lower end is 15KN/m. Assume head loss to be 20% of difference of velocity head. Calculate the discharge, the flow is vertically up ward and difference in elevation is 3.9m.
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