(20 pts) Water flows into and out of the very large tank as shown. The flow is inviscid and the change in area at the outlet is abrupt such that the contraction coefficient is approximately 0.8. Calculate (a) the volumetric flowrate, Q (gpm), required to maintain the 16 ft depth of water above the centerline of the outlet pipe, (b) the height, h (ft), of the static-pressure tube, and (c) the total pressure in the system. 1 A = 0.4 ft 16 ft A = 0.1 ft h 30 4 2