Water flows through the horizontal branching pipe shown below. Calculate: a) The water speed at section (2). b) The pressure at section (3). c) Flow rate at section (4). Assume no losses and branch in horizontal plane (1) A₁ = 0.09 m² Q₁ = 0.28 m³/s P1 = 70 kPa Solution A₂ = 0.0065 m² P₂ = 35 kPa (2) (4) A3 = 0.018 m² V3 = 6.1 m/s (3)

Water flows through the horizontal branching pipe shown below. Calculate: a) The water speed at section (2). b) The pressure at section (3). c) Flow rate at section (4). Assume no losses and branch in horizontal plane (1) A₁ = 0.09 m² Q₁ = 0.28 m³/s P1 = 70 kPa Solution A₂ = 0.0065 m² P₂ = 35 kPa (2) (4) A3 = 0.018 m² V3 = 6.1 m/s (3)

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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Concept explainers

Pressurized pipe flow

A 15-kilometer-long pipe with a pipe diameter of one meter transports water at a speed of one meter per second. The pipe has a friction coefficient of 0.005. Calculate the frictional head loss?

Question

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Problems
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(1)
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A₁ = 0.09 m²
Q₁ = 0.28 m³/s
P₁ = 70 kPa
M
R
1.
Water flows through the horizontal branching pipe shown below. Calculate:
a) The water speed at section (2).
b) The pressure at section (3).
c) Flow rate at section (4).
Assume no losses and branch in horizontal plane
Solution
A2 = 0.0065 m²
P₂ =
= 35 kPa
(2)
E
(4)
G
(3)
A3 = 0.018 m²
V3 = 6.1 m/s
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