= The horizontal wye fitting shown splits the flow of water into two flow rates, in which Q₁ Q₂ + Q₁. At section 1, the flowrate is 4 ft/s and the pressure is 20 lbf/in². At section 2, the pressure is 19.5 lbf/in. Neglecting the losses due to friction, determine the velocities at sections 2 and 3 and the pressure at section 3. Q1 water D = 6 in 30% 50° D = 4 in Q2 Q3 D = 3 in

= The horizontal wye fitting shown splits the flow of water into two flow rates, in which Q₁ Q₂ + Q₁. At section 1, the flowrate is 4 ft/s and the pressure is 20 lbf/in². At section 2, the pressure is 19.5 lbf/in. Neglecting the losses due to friction, determine the velocities at sections 2 and 3 and the pressure at section 3. Q1 water D = 6 in 30% 50° D = 4 in Q2 Q3 D = 3 in

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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