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流体代写-ENGR30002 2019
时间：2022-06-05
Student ID __________
ENGR30002 2019 Page 1 of 14
Department of Biomedical Engineering
ENGR30002 Fluid Mechanics
Semester 1 2019
Reading Time: 15 minutes – no writing or annotating allowed anywhere
Writing time: 180 minutes
This paper has 14 pages including this page and any Appendices.
Authorised Materials
Calculators: Casio fx82 or fx100 calculators are permitted
Notes: One A4 sheet of handwritten notes (front and back) is permitted
Instructions to Invigilators
• The examination paper IS TO REMAIN in the examination room
• Students should include detached pages from question paper in the script book for
collection
• Students are to be provided with one script book
• Provide extra script books on request
Instructions to Students
• Total marks for this paper is 180
• Ensure your student number is written on all script books and answer sheets during
writing time. No annotating is allowed in reading time or after the end of writing time
• Attempt all 8 questions, which are of unequal marks value
• Answer all questions on the right-hand lined pages of the script book
• Start the answer to each question on a new page in the script book and write the
question number in the top right hand corner
• The left-hand unlined pages of script books are for draft working and notes and will not
be marked
• State clearly and justify any assumptions made
• Write legibly in blue or black pen
• Show all working for each problem
• Pages 12 to 14 contains information and formulas that may be useful in answering the
questions
• Mobile phones, tablets, laptops, and other electronic devices, wallets and purses must
be placed beneath your desk
• All electronic devices (including mobile phones and phone alarms) must be switched off
and remain under your desk until you leave the examination venue. No items may be
taken to the toilet
Paper to be lodged with Baillieu Library
Student ID __________
ENGR30002 2019 Page 2 of 14
Question 1 [33 marks]
Briefly answer the following short questions
a) Should we use a pipe’s internal diameter or external diameter when calculating
mechanical energy balances in pipe flow?
[2 mark]
b) In a situation without cavitation, which is typically greater, or ?
[2 mark]
c) We have a pump moving fluid from a tank. Describe in one to two sentences how to
find this system’s operating point.
[4 marks]
d) Which of these parameters will remain constant along the length of a constant
diameter pipe in incompressible flow?
i. velocity
ii. density
iii. mass flow rate
iv. pressure
[2 marks]
e) Which of these parameters will remain constant along the length of a constant
diameter pipe in compressible flow?
i. velocity
ii. density
iii. mass flow rate
iv. pressure
[2 marks]
f) A fully insulated pipe with a friction factor of 0.005 is used as a conduit for air from a
pressurized tank. Choose the answer that best describes this flow and explain in one
sentence why.
i. isentropic
ii. adiabatic
iii. isothermal
iv. isobaric
[4 marks]
g) What is the molecular weight of gaseous ethanol (C2H6O) in g/mol?
[3 marks]
Question 1 continued on next page
Student ID __________
ENGR30002 2019 Page 3 of 14
h) At the start of a pipe with isentropic flow of nitrogen (28 g/mol) we have a pressure
of 200 kPa and a density of 2.3 kg/m^3, and at the outlet we have a pressure of 100
kPa. The ratio of specific heat capacities (gamma) for diatomic gases is 1.4. Calculate
the density at the outlet.
[5 marks]
i) What is the equivalent hydraulic diameter for a flow through an annulus, with an
inner pipe diameter of 10 cm and an outer diameter of 20 cm?
[5 marks]
j) For each of these equations, write whether they are most appropriate for (1)
Newtonian fluids, (2) Shear-thinning fluids, (3) Shear-thickening fluids or (4) Bingham
plastics.
A. || = + |
|
, || >
B. = −
C. || = |
|
, < 1
D. || = |
|
, > 1
[4 marks]
Student ID __________
ENGR30002 2019 Page 4 of 14
Question 2 [31 marks]
We have set up a base on mars, where we want to transport water we’ve mined from
surface ice. This water travels downhill from a tank at the mining site (Tank 1) to a settling
and distribution tank (Tank 2) before it is pumped to a tank in our settlement. To make sure
the water remains liquid, we have heated and pressurized our storage system. The
pressures, diameters and free surface heights in each of our tanks are given in the image
below. This image is not to scale.
The gravitational acceleration on mars is given by gmars = 3.7 m/s2, and the surface
roughness of the iron pipes we’re using is 1 mm. You can use values of ρ = 1000 kg/m3 and µ
= 0.001 Pa∙s for water. Ignore minor losses.
a) Calculate the flow rate (in m3/s) and average velocity (in m/s) in the pipe from Tank 1
to Tank 2.
[9 marks]
b) Imagine we wanted to regulate the flow through the pipe by changing the pressure
in Tank 2. What would the pressure in Tank 2 have to be to stop the flow through
the pipe? Give your answer in kPa.
[6 marks]
c) We have a centrifugal pump moving the water from Tank 2 to Tank 3. The vapour
pressure of our water is 2 kPa. If our pump is moving 0.01 m3/s from Tank 2,
calculate the net positive suction head available (, in meters) of this pump.
You can assume a fanning friction factor of 0.01 here.
[8 marks]
d) What is the suction head and discharge head of this pump at the this flow rate (0.01
m3/s)?
[8 marks]
Question 2 continued on next page
Student ID __________
ENGR30002 2019 Page 5 of 14
e) If the pump has a mechanical efficiency of 65% at this flow rate, how much (brake)
power do we need to supply to the pump? Assume your discharge head is equal to
the pump head.
[5 marks]
Student ID __________
ENGR30002 2019 Page 6 of 14
Question 3 [18 marks]
Examine the use of manometers in the following scenarios [on earth, with g = 9.8 m/s]. The
open ends of the manometers are exposed to the atmosphere (101.3 kPa). Use the
following values for fluid densities: the density of water is 1000 kg/m3, the density of oil is
800 kg/m3 and the density of mercury is 13600 kg/m3.
a) For the manometer below, find the absolute pressure at the end of the manometer
connected to the pipe (the flow through the pipe is projected into the page).
[9 marks]
b) In the case of the inclined manometer below, the pressure at the centre of the pipe
is 110 kPa, and our manometer fluid is mercury. In this case, the flow through the
pipe is stopped. Find the length L (in cm) as per the diagram.
[9 marks]
Student ID __________
ENGR30002 2019 Page 7 of 14
Question 4 [18 marks]
Examine the flow scenarios in the following statements and answer the questions.
a) Consider laminar Poiseuille flow in a wide and flat enclosed channel, which has a
width of 20 cm and a height of 2 mm. The water flow in this channel is moving in the
+x direction. The pressure at the channel inlet is 500 kPa and the pressure at the
channel outlet is 200 kPa. Determine the force that’s acting on the channel if it is
kept stationary (in Newtons).
[10 marks]
b) Now consider laminar Couette flow between two parallel plates; the lower plate is
stationary and the upper plate is moving at 0.1 m/s. The motion of the upper plate
drives creates fluid flow between the plates. What is the average fluid velocity
relative to the stationary plate? What is the minimum fluid velocity across the
channel cross section? What is the maximum?
[8 marks]
Student ID __________
ENGR30002 2019 Page 8 of 14
Question 5 [16 marks]
Examine the following questions regarding mixing tanks and provide a response to each
question.
a) After testing in a pilot-scale mixer we want to increase production in a full scale
mixer. We will increase the volume of a mixing tank by a factor of 9. If our pilot scale
mixer has a diameter of 1 meter, what should the diameter of the full-scale tank be?
[6 marks]
b) Describe why swirling is undesired in a mixing tank and two ways to avoid swirling in
a mixing tank with a low viscosity fluid.
[6 marks]
c) What impeller type would be most appropriate for (i) a low viscosity fluid (water)
and (ii) a very high viscosity fluid (melted plastic)?
[4 marks]
Student ID __________
ENGR30002 2019 Page 9 of 14
Question 6 [28 marks]
Back on mars, we’re processing methane (16 g/mol) for later use on our rockets. A single
stream of gaseous methane (flow at point A) diverges into two gas streams (flows to points
B and C), with the values relevant to this system given in the table next to the diagram
below. We have lost contact with our sensors at point C, however, so we want to
reconstruct what the flow properties there are. All flow is horizontal and isothermal, and
kinetic energy contributions can be ignored. Ignore minor losses.
a) What is the pressure where the pipes join?
[10 marks]
b) What is the mass flow rate, pressure and velocity at the exit of flow C?
[10 marks]
In our martian base, a horizontal pipe connected to our habitat has been broken clean
off, causing air (29 g/mol) to exit from our habitat in isothermal flow along the pipe. The
pipe has a diameter of 1 cm, and a fanning friction factor of 0.01. The pressure inside of
the habitat is 101.3 kPa, the temperature along the pipe is 20°C, and the pressure in the
Martian atmosphere is 1 kPa.
c) What is the minimum length () the pipe would have to be for the flow to be
choked?
[8 marks]
Student ID __________
ENGR30002 2019 Page 10 of 14
Question 7 [22 marks]
Examine and answer the following questions regarding an open channel flow (on earth, with
g = 9.8 m/s and atmospheric pressure of 101.3 kPa).
a) Water with a flow rate of 0.007 m3/s is moving along a channel that is 10 m wide,
has a Manning’s n of 0.05 and a slope of 1:200. To your best approximation, how
deep is the water in this channel? You can assume that the height of the water is
much less than the channel width.
[8 marks]
b) Water with a flow rate of 0.007 m3/s passes under a sluice gate which creates a rapid
flow with a Froude number of 6 as the flow passes underneath it. This is followed by
a hydraulic jump. All sections of this channel system (the upstream flow, the rapid
flow, the hydraulic jump and the downstream flow) are 20 cm wide. Calculate the
height of the rapid flow immediately after the sluice gate and calculate the head loss
across the hydraulic jump.
[10 marks]
c) If we took this entire channel system and placed it in a pressurized tank in which the
ambient pressure was doubled, would any of the water surface heights be altered? If
yes, explain which ones. If not, explain in one to two sentences why.
[4 marks]
Student ID __________
ENGR30002 2019 Page 11 of 14
Question 8 [14 marks]
Examine and appropriately address the following questions.
a) You’re running a space tourism company that sends people to space on rockets, and
you have a customer who wants to walk on water just like a water strider does on
earth, and have accordingly set up a swimming pool in your rocket. If ratio of surface
tension forces to gravitational forces has to be greater than one for this to occur,
what is the maximum value of your rocket’s acceleration that will make your
customer happy? She has a mass of 50 kg, her feet are each 0.2 m long, and the
surface tension of water is 0.07 N/m. Express your answer in m/s2.
[8 marks]
b) You want to build a model for a submarine that replicates the physics of the full scale
submarine. If your model has dimensions that are 1/20th of the actual submarine,
what should the flow velocity in your model system be relative to the flow velocity in
the actual submarine (i.e., what is model actual⁄ )?
[6 marks]
Supplemental materials only beyond this point
Student ID __________
ENGR30002 2019 Page 12 of 14
Various constants
Parameter Value Units
Density of water 1000 kg/m3
Density of oil 800 kg/m3
Density of mercury 13600 kg/m3
Ideal gas constant 8.314 J/mol K
Atmospheric pressure on earth (sea level) 101.3 kPa
Molar mass of air 29 g/mol
Molar mass of carbon 12 g/mol
Molar mass of oxygen 16 g/mol
Molar mass of hydrogen 1 g/mol
gravity on earth 9.8 m/s2
gravity on mars 3.7 m/s2
Given equations
ℎ1
ℎ2
=
−1+√8Fr2 + 1
2
ℎ =
(ℎ2 − ℎ1)
3
4ℎ1ℎ2
Student ID __________
ENGR30002 2019 Page 13 of 14
Student ID __________
ENGR30002 2019 Page 14 of 14
END OF EXAM
ENGR30002 2019 Page 1 of 14
Department of Biomedical Engineering
ENGR30002 Fluid Mechanics
Semester 1 2019
Reading Time: 15 minutes – no writing or annotating allowed anywhere
Writing time: 180 minutes
This paper has 14 pages including this page and any Appendices.
Authorised Materials
Calculators: Casio fx82 or fx100 calculators are permitted
Notes: One A4 sheet of handwritten notes (front and back) is permitted
Instructions to Invigilators
• The examination paper IS TO REMAIN in the examination room
• Students should include detached pages from question paper in the script book for
collection
• Students are to be provided with one script book
• Provide extra script books on request
Instructions to Students
• Total marks for this paper is 180
• Ensure your student number is written on all script books and answer sheets during
writing time. No annotating is allowed in reading time or after the end of writing time
• Attempt all 8 questions, which are of unequal marks value
• Answer all questions on the right-hand lined pages of the script book
• Start the answer to each question on a new page in the script book and write the
question number in the top right hand corner
• The left-hand unlined pages of script books are for draft working and notes and will not
be marked
• State clearly and justify any assumptions made
• Write legibly in blue or black pen
• Show all working for each problem
• Pages 12 to 14 contains information and formulas that may be useful in answering the
questions
• Mobile phones, tablets, laptops, and other electronic devices, wallets and purses must
be placed beneath your desk
• All electronic devices (including mobile phones and phone alarms) must be switched off
and remain under your desk until you leave the examination venue. No items may be
taken to the toilet
Paper to be lodged with Baillieu Library
Student ID __________
ENGR30002 2019 Page 2 of 14
Question 1 [33 marks]
Briefly answer the following short questions
a) Should we use a pipe’s internal diameter or external diameter when calculating
mechanical energy balances in pipe flow?
[2 mark]
b) In a situation without cavitation, which is typically greater, or ?
[2 mark]
c) We have a pump moving fluid from a tank. Describe in one to two sentences how to
find this system’s operating point.
[4 marks]
d) Which of these parameters will remain constant along the length of a constant
diameter pipe in incompressible flow?
i. velocity
ii. density
iii. mass flow rate
iv. pressure
[2 marks]
e) Which of these parameters will remain constant along the length of a constant
diameter pipe in compressible flow?
i. velocity
ii. density
iii. mass flow rate
iv. pressure
[2 marks]
f) A fully insulated pipe with a friction factor of 0.005 is used as a conduit for air from a
pressurized tank. Choose the answer that best describes this flow and explain in one
sentence why.
i. isentropic
ii. adiabatic
iii. isothermal
iv. isobaric
[4 marks]
g) What is the molecular weight of gaseous ethanol (C2H6O) in g/mol?
[3 marks]
Question 1 continued on next page
Student ID __________
ENGR30002 2019 Page 3 of 14
h) At the start of a pipe with isentropic flow of nitrogen (28 g/mol) we have a pressure
of 200 kPa and a density of 2.3 kg/m^3, and at the outlet we have a pressure of 100
kPa. The ratio of specific heat capacities (gamma) for diatomic gases is 1.4. Calculate
the density at the outlet.
[5 marks]
i) What is the equivalent hydraulic diameter for a flow through an annulus, with an
inner pipe diameter of 10 cm and an outer diameter of 20 cm?
[5 marks]
j) For each of these equations, write whether they are most appropriate for (1)
Newtonian fluids, (2) Shear-thinning fluids, (3) Shear-thickening fluids or (4) Bingham
plastics.
A. || = + |
|
, || >
B. = −
C. || = |
|
, < 1
D. || = |
|
, > 1
[4 marks]
Student ID __________
ENGR30002 2019 Page 4 of 14
Question 2 [31 marks]
We have set up a base on mars, where we want to transport water we’ve mined from
surface ice. This water travels downhill from a tank at the mining site (Tank 1) to a settling
and distribution tank (Tank 2) before it is pumped to a tank in our settlement. To make sure
the water remains liquid, we have heated and pressurized our storage system. The
pressures, diameters and free surface heights in each of our tanks are given in the image
below. This image is not to scale.
The gravitational acceleration on mars is given by gmars = 3.7 m/s2, and the surface
roughness of the iron pipes we’re using is 1 mm. You can use values of ρ = 1000 kg/m3 and µ
= 0.001 Pa∙s for water. Ignore minor losses.
a) Calculate the flow rate (in m3/s) and average velocity (in m/s) in the pipe from Tank 1
to Tank 2.
[9 marks]
b) Imagine we wanted to regulate the flow through the pipe by changing the pressure
in Tank 2. What would the pressure in Tank 2 have to be to stop the flow through
the pipe? Give your answer in kPa.
[6 marks]
c) We have a centrifugal pump moving the water from Tank 2 to Tank 3. The vapour
pressure of our water is 2 kPa. If our pump is moving 0.01 m3/s from Tank 2,
calculate the net positive suction head available (, in meters) of this pump.
You can assume a fanning friction factor of 0.01 here.
[8 marks]
d) What is the suction head and discharge head of this pump at the this flow rate (0.01
m3/s)?
[8 marks]
Question 2 continued on next page
Student ID __________
ENGR30002 2019 Page 5 of 14
e) If the pump has a mechanical efficiency of 65% at this flow rate, how much (brake)
power do we need to supply to the pump? Assume your discharge head is equal to
the pump head.
[5 marks]
Student ID __________
ENGR30002 2019 Page 6 of 14
Question 3 [18 marks]
Examine the use of manometers in the following scenarios [on earth, with g = 9.8 m/s]. The
open ends of the manometers are exposed to the atmosphere (101.3 kPa). Use the
following values for fluid densities: the density of water is 1000 kg/m3, the density of oil is
800 kg/m3 and the density of mercury is 13600 kg/m3.
a) For the manometer below, find the absolute pressure at the end of the manometer
connected to the pipe (the flow through the pipe is projected into the page).
[9 marks]
b) In the case of the inclined manometer below, the pressure at the centre of the pipe
is 110 kPa, and our manometer fluid is mercury. In this case, the flow through the
pipe is stopped. Find the length L (in cm) as per the diagram.
[9 marks]
Student ID __________
ENGR30002 2019 Page 7 of 14
Question 4 [18 marks]
Examine the flow scenarios in the following statements and answer the questions.
a) Consider laminar Poiseuille flow in a wide and flat enclosed channel, which has a
width of 20 cm and a height of 2 mm. The water flow in this channel is moving in the
+x direction. The pressure at the channel inlet is 500 kPa and the pressure at the
channel outlet is 200 kPa. Determine the force that’s acting on the channel if it is
kept stationary (in Newtons).
[10 marks]
b) Now consider laminar Couette flow between two parallel plates; the lower plate is
stationary and the upper plate is moving at 0.1 m/s. The motion of the upper plate
drives creates fluid flow between the plates. What is the average fluid velocity
relative to the stationary plate? What is the minimum fluid velocity across the
channel cross section? What is the maximum?
[8 marks]
Student ID __________
ENGR30002 2019 Page 8 of 14
Question 5 [16 marks]
Examine the following questions regarding mixing tanks and provide a response to each
question.
a) After testing in a pilot-scale mixer we want to increase production in a full scale
mixer. We will increase the volume of a mixing tank by a factor of 9. If our pilot scale
mixer has a diameter of 1 meter, what should the diameter of the full-scale tank be?
[6 marks]
b) Describe why swirling is undesired in a mixing tank and two ways to avoid swirling in
a mixing tank with a low viscosity fluid.
[6 marks]
c) What impeller type would be most appropriate for (i) a low viscosity fluid (water)
and (ii) a very high viscosity fluid (melted plastic)?
[4 marks]
Student ID __________
ENGR30002 2019 Page 9 of 14
Question 6 [28 marks]
Back on mars, we’re processing methane (16 g/mol) for later use on our rockets. A single
stream of gaseous methane (flow at point A) diverges into two gas streams (flows to points
B and C), with the values relevant to this system given in the table next to the diagram
below. We have lost contact with our sensors at point C, however, so we want to
reconstruct what the flow properties there are. All flow is horizontal and isothermal, and
kinetic energy contributions can be ignored. Ignore minor losses.
a) What is the pressure where the pipes join?
[10 marks]
b) What is the mass flow rate, pressure and velocity at the exit of flow C?
[10 marks]
In our martian base, a horizontal pipe connected to our habitat has been broken clean
off, causing air (29 g/mol) to exit from our habitat in isothermal flow along the pipe. The
pipe has a diameter of 1 cm, and a fanning friction factor of 0.01. The pressure inside of
the habitat is 101.3 kPa, the temperature along the pipe is 20°C, and the pressure in the
Martian atmosphere is 1 kPa.
c) What is the minimum length () the pipe would have to be for the flow to be
choked?
[8 marks]
Student ID __________
ENGR30002 2019 Page 10 of 14
Question 7 [22 marks]
Examine and answer the following questions regarding an open channel flow (on earth, with
g = 9.8 m/s and atmospheric pressure of 101.3 kPa).
a) Water with a flow rate of 0.007 m3/s is moving along a channel that is 10 m wide,
has a Manning’s n of 0.05 and a slope of 1:200. To your best approximation, how
deep is the water in this channel? You can assume that the height of the water is
much less than the channel width.
[8 marks]
b) Water with a flow rate of 0.007 m3/s passes under a sluice gate which creates a rapid
flow with a Froude number of 6 as the flow passes underneath it. This is followed by
a hydraulic jump. All sections of this channel system (the upstream flow, the rapid
flow, the hydraulic jump and the downstream flow) are 20 cm wide. Calculate the
height of the rapid flow immediately after the sluice gate and calculate the head loss
across the hydraulic jump.
[10 marks]
c) If we took this entire channel system and placed it in a pressurized tank in which the
ambient pressure was doubled, would any of the water surface heights be altered? If
yes, explain which ones. If not, explain in one to two sentences why.
[4 marks]
Student ID __________
ENGR30002 2019 Page 11 of 14
Question 8 [14 marks]
Examine and appropriately address the following questions.
a) You’re running a space tourism company that sends people to space on rockets, and
you have a customer who wants to walk on water just like a water strider does on
earth, and have accordingly set up a swimming pool in your rocket. If ratio of surface
tension forces to gravitational forces has to be greater than one for this to occur,
what is the maximum value of your rocket’s acceleration that will make your
customer happy? She has a mass of 50 kg, her feet are each 0.2 m long, and the
surface tension of water is 0.07 N/m. Express your answer in m/s2.
[8 marks]
b) You want to build a model for a submarine that replicates the physics of the full scale
submarine. If your model has dimensions that are 1/20th of the actual submarine,
what should the flow velocity in your model system be relative to the flow velocity in
the actual submarine (i.e., what is model actual⁄ )?
[6 marks]
Supplemental materials only beyond this point
Student ID __________
ENGR30002 2019 Page 12 of 14
Various constants
Parameter Value Units
Density of water 1000 kg/m3
Density of oil 800 kg/m3
Density of mercury 13600 kg/m3
Ideal gas constant 8.314 J/mol K
Atmospheric pressure on earth (sea level) 101.3 kPa
Molar mass of air 29 g/mol
Molar mass of carbon 12 g/mol
Molar mass of oxygen 16 g/mol
Molar mass of hydrogen 1 g/mol
gravity on earth 9.8 m/s2
gravity on mars 3.7 m/s2
Given equations
ℎ1
ℎ2
=
−1+√8Fr2 + 1
2
ℎ =
(ℎ2 − ℎ1)
3
4ℎ1ℎ2
Student ID __________
ENGR30002 2019 Page 13 of 14
Student ID __________
ENGR30002 2019 Page 14 of 14
END OF EXAM
