Water flows at a rate of 0.035 m3/s in a horizontal pipe whose diameter reduced from 15 cm to 8 cm by a reducer. If the P at the centerline is measure to be 480 kPa and 445 kPa before and after the reducer, separately, determir the irreversible head loss in the reducer. Take the kinetic energy correctic factors to be 1.05. 480 kPa Water (1 15 cm 445 kPa (2 Reducer