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Q. 50 liters per sec of water flow in a horizontal pipeline which is 200m long and the centerline of which is 3 m above the datum line. The pipe tapers from 30 cm diameter to 20 cm dia. If the pressure at the larger end of the pipe is 1kg / Cm2. Calculate the pressure on the other end. Neglect losses.
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Determine the flow velocity in 2,000 ft of 8 inch diameter piping flowing full. The energy lost in piping is 54 ft. Use nominal pipe diameter and C = 140. Solution: Use v =
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