Fluid Dynamics Exercises for Univ. of Stavanger, MPT 130 - Spring 2013, Exercises of Fluid Dynamics

Exercises for the university of stavanger, department of mathematics and natural science, mpt 130 - fluid dynamics course, focusing on the net pressure and viscous forces on a fluid element, and solving for the velocity of water flowing between two co-axial pipes. Students are asked to write down the equation for the velocity function, state boundary conditions, and find the solution using the given hint and constants.

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UNIVERSITY OF STAVANGER
Department of Mathematics and Natural Science
MPT 130 Fluid Dynamics
Exercises spring 2013.
Exercises for 23. January 2013
Problem 1:Tritton, problem 2.
We note from Tritton, sect. 2.3, that in cylindrical coordinates (r, ϕ, x) the net pressure
force on a fluid element can be written:
δF P=p
∂x r δ r δφ δx Tritton 2.13
The net viscous force is:
δF V=µ
∂r ru
∂r δr δφ δx Tritton 2.11
The weight of such an element can be written (g= 9.8m/s2is the acceleration of gravity,
ρis the density):
δF G=ρgr δr δφ δx
Problem 2:
Water is flowing horizontally at velocity u(r)in the gap between two co-axial pipes, the
inner having an outer radius a= 10 cm, the outer having an inner radius b= 15 cm.
The water is flowing in the direction of the pipes, which we take as our x-axis. The
water has viscosity 1.0·103Pa s and density ρ= 1 000 kg/m3.
a) Write down the equation for u(r)(the equation of motion). [Hint: Use FVand FP
from the previous problem.]
b) State the boundary conditions for u(r).
c) Show that the equation of motion has the solution:
u(r) =
Gr2
4µ+Aln r+B , Tritton 2.15
where Gis the pressure gradient, and determine the constants Aand B.
d) Find an expression for the volume flow ˙
V, and find its numerical value if G=
10 Pa/m.
The following integral may prove useful:
Zrln r
cdr=r2
4h2 ln r
c1i

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UNIVERSITY OF STAVANGER

Department of Mathematics and Natural Science

MPT 130 – Fluid Dynamics Exercises spring 2013.

Exercises for 23. January 2013 Problem 1: Tritton, problem 2. We note from Tritton, sect. 2.3, that in cylindrical coordinates (r, ϕ, x) the net pressure force on a fluid element can be written: δF P^ = −

( (^) ∂p ∂x

r δr δφ δx Tritton 2. 13 The net viscous force is: δF V^ = μ ∂r∂

r ∂u ∂r

δr δφ δx Tritton 2. 11 The weight of such an element can be written (g = 9. 8 m/s^2 is the acceleration of gravity, ρ is the density): δF G^ = −ρgr δr δφ δx

Problem 2: Water is flowing horizontally at velocity u(r) in the gap between two co-axial pipes, the inner having an outer radius a = 10 cm, the outer having an inner radius b = 15 cm. The water is flowing in the direction of the pipes, which we take as our x-axis. The water has viscosity 1. 0 · 10 −^3 Pa s and density ρ = 1 000 kg/m^3. a) Write down the equation for u(r) (the equation of motion). [Hint: Use F V^ and F P from the previous problem.] b) State the boundary conditions for u(r). c) Show that the equation of motion has the solution: u(r) = − Gr

2 4 μ +^ A^ ln^ r^ +^ B ,^ Tritton^2.^15 where G is the pressure gradient, and determine the constants A and B. d) Find an expression for the volume flow V˙ , and find its numerical value if G = 10 Pa/m.

The following integral may prove useful: ∫ r ln

( (^) r c

dr = r

2 4

[

2 ln

( (^) r c

]