A two-dimensional reducing bend has a inear velocity profile at section (1). The flow is uniform at sections (2) and (3). The depth of the bend perpendicular to the plane of the paper is 1 ft. Consider steady incompressible flow. Calculate the discharge at section (1). Also calculate the magnitude and h₁ = 2 ft direction of the uniform velocity at section (3). Hint: the cross-sectional areas are rectangula 1 V₁, max 2 1 = 10 ft/s h3 = 1.5 V2 = 15 ft/s h₂ = 1 ft =60°
A two-dimensional reducing bend has a inear velocity profile at section (1). The flow is uniform at sections (2) and (3). The depth of the bend perpendicular to the plane of the paper is 1 ft. Consider steady incompressible flow. Calculate the discharge at section (1). Also calculate the magnitude and h₁ = 2 ft direction of the uniform velocity at section (3). Hint: the cross-sectional areas are rectangula 1 V₁, max 2 1 = 10 ft/s h3 = 1.5 V2 = 15 ft/s h₂ = 1 ft =60°
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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Question
![A two-dimensional reducing bend has a
linear velocity profile at section (1).
The flow is uniform at sections (2) and
(3). The depth of the bend
perpendicular to the plane of the paper
is 1 ft. Consider steady incompressible
flow. Calculate the discharge at section
(1). Also calculate the magnitude and h₁ = 2 ft
direction of the uniform velocity at
section (3). Hint: the cross-sectional
areas are rectangular
VA
V₁,
max
10 ft/s
h3 = 1.5 ft-
V2 = 15 ft/s
- h₂ = 1 ft
0 = 60°](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F5e996ea7-cb36-40c1-90ef-5b50ce800a3d%2Feac9e98f-a900-484b-96e5-ca0407ebf669%2F29luxxf_processed.jpeg&w=3840&q=75)
Transcribed Image Text:A two-dimensional reducing bend has a
linear velocity profile at section (1).
The flow is uniform at sections (2) and
(3). The depth of the bend
perpendicular to the plane of the paper
is 1 ft. Consider steady incompressible
flow. Calculate the discharge at section
(1). Also calculate the magnitude and h₁ = 2 ft
direction of the uniform velocity at
section (3). Hint: the cross-sectional
areas are rectangular
VA
V₁,
max
10 ft/s
h3 = 1.5 ft-
V2 = 15 ft/s
- h₂ = 1 ft
0 = 60°
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