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= 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
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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The horizontal wye fitting shown splits the flow of water into two flow rates, in which Q₁ Q₂ + Q3. At section 1, the flowrate is 4 ft³/s and the pressure is 20 lbf/in². At section 2, the pressure is 19.5 lbf/in². 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
Transcribed Image Text:The horizontal wye fitting shown splits the flow of water into two flow rates, in which Q₁ Q₂ + Q3. At section 1, the flowrate is 4 ft³/s and the pressure is 20 lbf/in². At section 2, the pressure is 19.5 lbf/in². 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
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