Water flows through the branching pipe shown in the figure below. The flowrate at section (1) is Q₁ = 1.1 m³/s, and the velocity at section (2) is V₂ = 17 m/s. A₁ = 0.1 m² P₁ = 300 kPa 21 = 0 P3 = (1) (2) If viscous effects are negligible, determine the pressure at section (2) and the pressure at section (3). P2 = i 315.3 kPa i -147.2 A3 = 0.035 m² 23 = 10 m kPa A2 = 0.03 m² Z₂ = 0

please solve in SI units

1- Water flows through a horizontal pipe at a rate of 9.1 L/s. The pipe consists of two sections of diameters 10.16 cm and 5.08 cm with a smooth reducing section. The pressure difference between the two pipe sections is measured by a mercury manometer. Neglecting frictional effects, (a) determine the differential height of mercury between the two pipe sections. (b) How would the reading change if the manometer on the 2in pipe is replaced by a pitot tube? 10.16 5.08 h

Please show all work including unit converstions and please make sure to show all units.   For P1=10+(6), so P1=16 psi for P2=20+0, so P2=20 psi for D1= 1ft for D2=0.6ft for Q=5.4 cubic ft per second