fluid mechanics q3 2012 solution -...
TRANSCRIPT
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AER210 VECTOR CALCULUS and FLUID MECHANICS
Fluid Mechanics Quiz 3
Duration: 70 minutes
12 November 2012
Closed Book, no aid sheets
Non-programmable calculators allowed
Instructor: Alis Ekmekci
Family Name: __________________________________________
Given Name: __________________________________________
Student #: __________________________________________
TA Name/Tutorial #: ____________________________________
FOR MARKER USE ONLY
Question Marks Earned
1 15
2 6
3 8
4 13
5 10
TOTAL 52 /50
Hints: −∇p−ρg��� = ρ��
VVd
dPEV −=
dy
duµτ =
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1-a) [1 mark] Someone claims that the absolute pressure in a liquid of constant density doubles
when the depth is doubled. Do you agree? Explain.
1-b) [5 marks] Consider two tanks filled with water. The first tank is 8 m high and is stationary,
while the second tank is 2 m high and is moving upward with an acceleration of 5 m/s2. Which
tank will have a higher pressure at the bottom? (Note that gravitational acceleration is 10 m/s2.)
1-c) [3 marks] Explain what is a streamline and a pathline? Are they different or identical in a
steady flow?
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1-d) [3 marks] A shaft 6 cm in diameter and 40 cm long is pulled steadily at a velocity V = 0.4
m/s through a sleeve of 6.02 cm in diameter. The clearance is filled with oil. Estimate the force
required to pull the shaft. The dynamic viscosity of the oil is μ = 2.63 N.s/m2. (Hint: Assume a linear velocity distribution in the clearance)
1-e) [3 marks] The tank, shown below, contains water and immiscinle oil. What is h in cm if the
density of the oil is 898 kg/m3 and the density of the water is 1000 kg/m
3?
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2) Circle the true statement in the following:
- [1 mark] If you have a bulk modulus of elasticity that is a very large number, then a small
change in pressure would cause
a. a very large change in volume
b. a very small change in volume
- [1 mark] Consider a balloon filled with helium (case
A) and a balloon filled with air (case B). Which
statement is correct?
a. Buoyant force (case A) > Buoyant force (case B)
b. Buoyant force (case A) < Buoyant force (case B)
c. Buoyant force (case A) = Buoyant force (case B)
- [1 mark] The dynamic viscosity
a. density b. temperature
- [1 mark] The no-slip condition
a. only applies to ideal flow
b. only applies to rough surfaces
c. means velocity of the fluid is equal to zero at the wall
d. means velocity of the fluid at the wall is equal to the velocity of the wall
- [1 mark] Dimensions of the dynamic viscosity
a. L2/T
b. L/(MT2)
c. M/(LT)
d. M/(T2L)
- [1 mark] A tiny neutrally buoyant electronic pressure probe is released into the inlet pipe of a
water pump and transmits 2000 pressure readings every second as it passes through the pump.
This is a
a. Lagrangian measurement
true statement in the following:
If you have a bulk modulus of elasticity that is a very large number, then a small
a very large change in volume
a very small change in volume
Consider a balloon filled with helium (case
A) and a balloon filled with air (case B). Which
Buoyant force (case A) > Buoyant force (case B)
Buoyant force (case A) < Buoyant force (case B)
Buoyant force (case A) = Buoyant force (case B)
The dynamic viscosity μ of a fluid is primarily a function of
temperature c. pressure d. velocity
slip condition
only applies to ideal flow
only applies to rough surfaces
means velocity of the fluid is equal to zero at the wall
means velocity of the fluid at the wall is equal to the velocity of the wall
Dimensions of the dynamic viscosity μ is
A tiny neutrally buoyant electronic pressure probe is released into the inlet pipe of a
water pump and transmits 2000 pressure readings every second as it passes through the pump.
measurement b. Eulerian measurement
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If you have a bulk modulus of elasticity that is a very large number, then a small
means velocity of the fluid at the wall is equal to the velocity of the wall
A tiny neutrally buoyant electronic pressure probe is released into the inlet pipe of a
water pump and transmits 2000 pressure readings every second as it passes through the pump.
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3) The tank, shown below, accelerates to the right with the fluid in rigid-body motion.
(a) [4 marks] The gravitational acceleration can be taken as 10 m/s2. Compute the acceleration
in the direction of motion (ax).
(b) [4 marks] Determine the gage pressure values at points A and B (located at the bottom
corners of the tank) if the fluid has a density of 1000 kg/m3.
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4) A thin layer of particles rests on the bottom of a horizontal tube as shown in the figure below.
When an incompressible fluid flows through the tube, it is observed that at some critical velocity,
the particles will rise and be transported along the tube. The critical velocity Vc is known to
depend on the pipe diameter D, particle diameter d, the fluid density ρ, the fluid viscosity μ, the density of the particles ρp, and the gravitational acceleration g. Thus, Vc = function (D, d, ρ, μ, ρp, g) a) [9 marks] By dimensional analysis, choosing the repeating variables as ρρρρ, D and μμμμ, determine the dimensionless (π) groups for this problem, and re-write the original dimensional relationship in dimensionless terms.
b) [2 marks] A 1/2 scale model is to be used to determine this functional relationship
experimentally. If fluid densities and the gravitational acceleration in the small-scale model test
and the full-scale prototype test are identical, what should be the viscosity ratio of the model
fluid and the prototype fluid (that is, μmodel/μprototype) in order to insure similarity?
c) [2 marks] Assuming all similarity requirements are satisfied between the model and the
prototype tests, what is the ratio of the critical velocity of the model and prototype experiments
(that is, (Vc)model /(Vc)prototype)?
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5) [10 marks] For this gate, ∝ = 45°, y1 = 1 m, and y2 = 3 m. The gate weighs 90 kN and is 1 m wide.
a. [8 marks] Find the moment acting on the gate as a result of the hydrostatic water.
b. [2 marks] Will the gate fall or stay in position under the action of the hydrostatic and gravity
forces?
(Note that the gravitational acceleration is a = 10 m/s2, the water density is ρ = 1000 kg/m3, and
sin(45°) = cos(45°) = √2/2.)
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