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Assuming frictionless, incompressible, one-dimensional flow of water through the horizontal tee connection sketched in the figure below, estimate values of (a) the x and (b) y components of the force exerted by the tee on the water. Each pipe has an inside diameter of 1 m. The pressure at section (1) is 244 kPa (gage), the speed of the flow at section (1) is 11 m/s, the volume flowrate at section (3) is 11 m³/s.

Assuming frictionless, incompressible, one-dimensional flow of water through the horizontal tee connection sketched in the figure below, estimate values of (a) the x and (b) y components of the force exerted by the tee on the water. Each pipe has an inside diameter of 1 m. The pressure at section (1) is 244 kPa (gage), the speed of the flow at section (1) is 11 m/s, the volume flowrate at section (3) is 11 m³/s.

Elements Of Electromagnetics
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
Problem 1.1MA
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Assuming frictionless, incompressible, one-dimensional flow of water through the horizontal tee connection sketched in the figure below, estimate values of (a) the x and (b) y components of the force exerted by the tee on the water. Each pipe has an inside diameter of 1 m. The pressure at section (1) is 244 kPa (gage), the speed of the flow at section (1) is 11 m/s, the volume flowrate at section (3) is 11 m³/s. F₂ = i Fy= i Section (3) Section (1) Section (2)
Transcribed Image Text:Assuming frictionless, incompressible, one-dimensional flow of water through the horizontal tee connection sketched in the figure below, estimate values of (a) the x and (b) y components of the force exerted by the tee on the water. Each pipe has an inside diameter of 1 m. The pressure at section (1) is 244 kPa (gage), the speed of the flow at section (1) is 11 m/s, the volume flowrate at section (3) is 11 m³/s. F₂ = i Fy= i Section (3) Section (1) Section (2)
Expert Solution
Step 1

Given:

The diameter of pipe d=1 m

The pressure at section (1) P1=244 kPa

The speed of flow at section (1) (V1)=11ms

The volume flow rate at section (3)(Q3)=11 m3s

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