3.101 Water flows through the horizontal Y-fitting shown in Fig. P3.101. If the flowrate and pressure in pipe (1) are Q₁ = 2.3 ft³/s and Pi 50 lb/ft³, determine the pressures p2 and p3, in pipes (2) and (3) under the assumption that the flowrate divides evenly be- tween pipes (2) and (3).

If anyone can help with this problem I would appreciate it. Thank you! Answers listed in the book are: a) 5, (b) 4.4 m/s, (c) −ρV 22 H2w((1 + cos θ)i + sin θj), (d) magnitude ×1/4

Q3. SAE 30 oil (Sp. Gr. =0.833) with a dynamic viscosity 0.28 N.S/m flows in a 4-cm-diameter pipe which is inclined with an angle 37°, For the pressure measurement shown, determine Whether the flow is up or down A. The flow rate in m/h The shear stress and velocity 1 cm from the boundary. Draw the shear stress and velocity profile with the section of the pipe. , В. С. D. P =180 kPa P= 500kPa 15m 37 20m

Water flows through a horizontal branching pipe as shown in Fig. P3.100. Determine the pressure at section (3). V3 A3 = 0.07 m² (3) V2 P2= 350 kPa A2 = 0.02 m? (2) (1) V = 4 m/s P1 = 400 kPa A1 = 0.1 m² Fig. 16