2) As shown in the figure, water flows through the pipe with turbulent flow. The volumetric flow rate of water is 0.90ft3/s. Water enters in a 4 -in Schedule 40 standard steel pipe at point A. The pressure at point C is 24.7 psia. Neglect the pressure drop due to friction. If the sudden contraction loss is he=4gcve2ft.lb+/lbm bosed on the velocity at point B; a) Calculate PB and PA in psia unit, respectively. b) Calculate the linear velocity at point A. c) Calculate the linear velocity at point B by writing mechanical energy balance between point A and point B. d) Determine the pipe diameter at point B. Pperter=0.036lb/in3Perency=0.49lb/in3