Water flows through the branching pipe shown in the figure below. The flowrate at section (1) is Q₁ = 1.1 m³/s, and the velocity atsection (2) is V₂ = 17 m/s.A₁ = 0.1 m²P1 = 300 kPa21 = 0P3 =-147.2A3 = 0.035 m²Z3 = 10 m(1)(2)If viscous effects are negligible, determine the pressure at section (2) and the pressure at section (3).P2 = i315.3kPakPa(3)A₂ = 0.03 m²22 = 0

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Water flows through the branching pipe shown in the figure below. The flowrate at section (1) is Q₁ = 1.1 m³/s, and the velocity at section (2) is V₂ = 17 m/s. A₁ = 0.1 m² P₁ = 300 kPa 21 = 0 P3 = (1) (2) If viscous effects are negligible, determine the pressure at section (2) and the pressure at section (3). P2 = i 315.3 kPa i -147.2 A3 = 0.035 m² 23 = 10 m kPa A2 = 0.03 m² Z₂ = 0

Water flows through the branching pipe shown in the figure below. The flowrate at section (1) is Q₁ = 1.1 m³/s, and the velocity at section (2) is V₂ = 17 m/s. A₁ = 0.1 m² P₁ = 300 kPa 21 = 0 P3 = (1) (2) If viscous effects are negligible, determine the pressure at section (2) and the pressure at section (3). P2 = i 315.3 kPa i -147.2 A3 = 0.035 m² 23 = 10 m kPa A2 = 0.03 m² Z₂ = 0

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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Water flows through the branching pipe shown in the figure below. The flowrate at section (1) is Q₁ = 1.1 m³/s, and the velocity at
section (2) is V₂ = 17 m/s.
A₁ = 0.1 m²
P1 = 300 kPa
21 = 0
P3 =
-147.2
A3 = 0.035 m²
Z3 = 10 m
(1)
(2)
If viscous effects are negligible, determine the pressure at section (2) and the pressure at section (3).
P2 = i
315.3
kPa
kPa
(3)
A₂ = 0.03 m²
22 = 0

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