1. (25%) The jet pump injects water at U1=40 n/s through a 7.5-cm-pipe and entrains a secondary flow of water U2=3 m/s in
the annular region around the small pipe. The two flows become fully mixed downstream, where U3 is approximately
constant. Let p1and p2 =172.4 kPa, and the distance between sections 1 and 3 is 2.032 m. The average wall shear stress
between sections 1 and 3 is 335 Pa. Assume that the flow is steady and incompressible. For water, take ρ=998 kg/m3.