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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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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