Show that the velocity field inside the pipe is (0, 0, u) and 1 dP 4μ dx Show that the flow discharge Q is -(²-R²) TR dP 8μ dx

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Fully laminar flow in cylindrical pipe 

Consider the steady, viscous flow of Newtonian (dynamic viscosity), incompressible
(density ρ ) fluid through a pipe with a circular cross-section (radius R) under the constant
pressure gradient in the x-direction
where x1 and x2 are two arbitrary locations along the x-axis, and P1 and P2 are the pressures 
at those two locations (note that we adopt a modified cylindrical coordinate system here with 
x instead of z for the axial component, namely, (r, , x)). Coordinates of fluid velocity in the 
cylindrical coordinates are (ur , u, u). 

- Show that the velocity field inside the pipe is (0, 0, u) and (photo)
- Show that the flow discharge Q is (photo)

-
Show that the velocity field inside the pipe is (0, 0, u) and
1 dP
4μ dx
Show that the flow discharge Q is
Q
-(²-R²)
JP
ax
TR dP
8μ dx
Pipe wall
Fluid: p. p
R
P₂-P₁
X2-X1
X₂
Transcribed Image Text:- Show that the velocity field inside the pipe is (0, 0, u) and 1 dP 4μ dx Show that the flow discharge Q is Q -(²-R²) JP ax TR dP 8μ dx Pipe wall Fluid: p. p R P₂-P₁ X2-X1 X₂
Fully laminar flow in cylindrical pipe
Consider the steady, viscous flow of Newtonian (dynamic viscosity μ), incompressible
(density p) fluid through a pipe with a circular cross-section (radius R) under the constant
pressure gradient in the x-direction
Applied pressure gradient:
ap
ax
P₂ - P₁
X₂ - X₁
= constant
where X₁ and X₂ are two arbitrary locations along the x-axis, and P₁ and P₂ are the pressures
at those two locations (note that we adopt a modified cylindrical coordinate system here with
x instead of z for the axial component, namely, (r, 0, x)). Coordinates of fluid velocity in the
cylindrical coordinates are (ur, ue, u).
Transcribed Image Text:Fully laminar flow in cylindrical pipe Consider the steady, viscous flow of Newtonian (dynamic viscosity μ), incompressible (density p) fluid through a pipe with a circular cross-section (radius R) under the constant pressure gradient in the x-direction Applied pressure gradient: ap ax P₂ - P₁ X₂ - X₁ = constant where X₁ and X₂ are two arbitrary locations along the x-axis, and P₁ and P₂ are the pressures at those two locations (note that we adopt a modified cylindrical coordinate system here with x instead of z for the axial component, namely, (r, 0, x)). Coordinates of fluid velocity in the cylindrical coordinates are (ur, ue, u).
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