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Instructor Solutions Manual Fox and McDo

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Problem 8.1
It is NOT free
(Difficulty: 2)
8.1 Consider
For incompressible
flow
in in
a circular
derive
expressions
for Reynolds
terms
incompressible
flow
a circulartube,
channel.
Derive
general expressions
for number
Reynoldsinnumber
of
(a)
volume
flow
rate
and
tube
diameter
and
(b)
mass
flow
rate
and
tube
diameter.
in terms of (a) volume flow rate and tube diameter and (b) mass flow rate and tube diameter. The
Reynolds number is 1800 in a section where the tube diameter is 10 𝑚𝑚. Find the Reynolds number for
the same flow rate in a section where the tube diameter is 6 𝑚𝑚.
Assumptions: steady, incompressible flow
Solution: Use the continuity equation and the basic definitions:
𝑅𝑟 =
�⃗
𝜌𝜋𝑉
𝜇
�⃗
𝑄 = 𝐴𝑉
�⃗
𝑚̇ = 𝜌𝐴𝑉
𝐴=
Then
Also
𝑅𝑟 =
𝜋𝜋 2
4
�⃗ 𝜌𝜋 𝑄 4𝜌𝜋 𝑄
4𝜌𝑄
4𝑄
𝜌𝜋𝑉
=
=
=
=
2
𝜇 𝐴
𝜇 𝜋𝜋
𝜇𝜋𝜋 𝜐𝜋𝜋
𝜇
𝑅𝑟 =
�⃗ 𝐴 4𝜋 𝑚̇
4𝑚̇
𝜋 𝜌𝑉
=
=
2
𝜇 𝜋𝜋
𝜋𝜇𝜋
𝜇 𝐴
We have the following equation from above:
𝑄=
𝜐𝜋𝜋𝑅𝑟
4
For the same flow rate in section with different channel diameter,
𝜋1 𝑅𝑟1 = 𝜋2 𝑅𝑟2
𝑅𝑟2 =
𝜋1
10 𝑚𝑚
𝑅𝑟1 =
× 1800 = 3000
6 𝑚𝑚
𝜋2
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Problem 8.2
It is NOT free
(Difficulty 2)
8.2
maximum
ofthat
air at
laminar
conditions
in a 4-in.-diameter
pipe atpipe
an at
8.2Determine
What is thethe
maximum
flowflow
raterate
of air
may
occur at
laminar condition
in a 4 in diameter
absolute
pressure
of
30
psia
and
100oF.
Determine
the
maximum
flow
rate
when
(a)
the
pressure
an absolute pressure of 30 𝜕𝑠𝑚𝑟 and 100 ℉ ? If the pressure is raised to 60 𝜕𝑠𝑚𝑟, what is the maximum
isflow
raised
psia,
and (b) theis temperature
is raised
200oF.
Describe
the reason
rateto? 60
If the
temperature
raise to 200 ℉,
what istothe
maximum
flow rate?
Explainfor
thethe
differences
differences in flow rates in terms of the physical mechanisms involved.
in answers in terms of the physical mechanisms involved.
Find: The maximum flow rate for laminar flow.
Assumption: Air behaves as an ideal gas
Solution: The basic equations are the definition of Reynolds number, the continuity expression, and the
ideal gas law
𝑅𝑟 =
𝑉𝜌𝜋 𝑉𝜋
=
𝜈
𝜇
𝑚 = 𝜌̇ 𝐴 𝑉
𝜌=
We have
𝜕
𝑅𝑇
𝜕 = 30 𝜕𝑠𝑚𝑟 = 4320
𝑅 = 1716
𝑙𝑢𝑙 ∙ 𝑙𝜕
𝑠𝑙𝑢𝜌 ∙ °𝑅
𝑇 = 100 ℉ = 560 °𝑅
Thus the density is
𝜕
𝜌=
=
𝑅𝑇
𝑙𝑢𝑙
𝑙𝜕 2
𝑙𝑢𝑙
𝑠𝑙𝑢𝜌
𝑙𝑢𝑙 ∙ 𝑠2
𝑙𝜕 2
= 0.0045
= 0.0045
𝑙𝑢𝑙 ∙ 𝑙𝜕
𝑙𝜕 3
𝑙𝜕 4
1716
× 560 °𝑅
𝑠𝑙𝑢𝜌 ∙ °𝑅
4320
For the maximum laminar flow we have the Reynolds number at the critical value:
For this situation
𝑅𝑟𝑐𝑐𝑖𝑎 = 2300
𝜋 = 4 𝑚𝑚
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𝑙𝑢𝑙 ∙ 𝑠
𝜇 = 3.94 × 10−7
It is NOT free
2
𝑙𝜕
The maximum velocity is then:
The cross section area is:
−7 𝑙𝑢𝑙 ∙ 𝑠
× 2300
𝜇𝑅𝑟 3.94 × 10
𝑙𝜕
𝑙𝜕 2
𝑉=
=
= 0.605
2
𝑙𝑢𝑙 ∙ 𝑠
4
𝜌𝜋
𝑠
� 𝑙𝜕� × 0.0045
12
𝑙𝜕 4
𝐴=
The maximum flow rate:
𝑚̇ = 𝜌𝑉𝐴 = 0.0045
𝜋𝜋 2
4
=
𝜋×�
2
4
𝑙𝜕�
12
= 0.0873 𝑙𝜕 2
4
𝑙𝜕
𝑠𝑙𝑢𝜌
𝑠𝑙𝑢𝜌
× 0.605
× 0.0873 𝑙𝜕 2 = 2.38 × 10−4
3
𝑠
𝑠
𝑙𝜕
If the pressure is raised up to 60 𝜕𝑠𝑚 = 8640
𝑙𝑙𝑙
,
𝑙𝑎 2
the density of the air will become:
𝑙𝑢𝑙
𝑠𝑙𝑢𝜌
𝑙𝑢𝑙 ∙ 𝑠2
𝑙𝜕 2
𝜌=
= 0.009
=
0.009
𝑙𝑢𝑙 ∙ 𝑙𝜕
𝑙𝜕 3
𝑙𝜕 4
1716
× 560 °𝑅
𝑠𝑙𝑢𝜌 ∙ °𝑅
8640
The maximum velocity in this case is:
−7 𝑙𝑢𝑙 ∙ 𝑠
× 2300
𝜇𝑅𝑟 3.94 × 10
𝑙𝜕
𝑙𝜕 2
𝑉=
=
= 0.302
2
𝑙𝑢𝑙 ∙ 𝑠
4
𝜌𝜋
𝑠
� 𝑙𝜕� × 0.009
12
𝑙𝜕 4
And the maximum flow rate:
𝑚̇ = 𝜌𝑉𝐴 = 0.009
𝑠𝑙𝑢𝜌
𝑙𝜕
𝑠𝑙𝑢𝜌
× 0.302
× 0.0873 𝑙𝜕 2 = 2.38 × 10−4
3
𝑙𝜕
𝑠
𝑠
The maximum flow rate is the same. The reason is that the density cancels out of the flow rate using
Reynolds number:
𝑚̇ = 𝜌𝑉𝐴 =
𝜇𝑅𝑟𝐴
𝜇𝑅𝑟
𝜌𝐴 =
𝜋
𝜌𝜋
The pressure will not change the viscosity 𝜇 (as an assumption)
When the temperature is raised to 200℉, the viscosity decreases. The density also decreases, but we
have seen that this has no effect. The viscosity is
𝜇 = 4.49 × 10−7
𝑙𝑢𝑙 ∙ 𝑠
𝑙𝜕 2
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Thus the flow rate is the ratio of the previous flow rate times the ratio of viscosities
It is NOT free
𝑚̇ = 2.38 × 10−4
−7 𝑙𝑢𝑙 ∙ 𝑠
𝑠𝑙𝑢𝜌 4.49 × 10
𝑠𝑙𝑢𝜌
𝑙𝜕 2
×
= 2.71 × 10−4
𝑙𝑢𝑙 ∙ 𝑠
𝑠
𝑠
3.94 × 10−7
𝑙𝜕 2
The reason for the increase is that the viscosity is a function of temperature.
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Problem 8.5
It is NOT free
Problem 8.3
(Difficulty: 2)
8.38.5 An incompressible fluid flows between two infinite stationary parallel plates. The velocity profile is
given by 𝑢 = 𝑢𝑚𝑚𝑠 (𝐴𝑦 2 + 𝐵𝑦 + 𝐶), where 𝐴, 𝐵, 𝐶 are constants and 𝑦 is measured upward from the
lower plate. The total gap width is ℎ units. Use appropriate boundary conditions to express the magnitude
and units of the constants in terms of ℎ. Develop an expression for volume flow rate per unit depth and
�⃗ �𝑢𝑚𝑚𝑠 .
evaluate the ratio 𝑉
Assumptions: The flow is steady and the fluid id incompressible
Solution: Use the continuity expression and the form of the velocity profile. The boundary conditions are:
From B.C (1),
(1) 𝑦 = 0, 𝑢 = 0
(2) 𝑦 = ℎ, 𝑢 = 0
(3) 𝑦 = ℎ⁄2 , 𝑢 = 𝑢𝑚𝑚𝑠
𝑢(0) = 0 = 𝑢𝑚𝑚𝑠 𝐶
From B.C (2),
𝐶=0
From B.C (3),
𝑢(ℎ) = 0 = 𝑢𝑚𝑚𝑠 (𝐴ℎ2 + 𝐵ℎ)
Thus
ℎ2
ℎ
ℎ
𝑢 � � = 𝑢𝑚𝑚𝑠 = 𝑢𝑚𝑚𝑠 �𝐴 + 𝐵 �
2
2
4
𝐴=−
4
ℎ2
𝐵 = −𝐴ℎ =
4
ℎ
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Then
It is NOT free
We have:
𝑢 = 𝑢𝑚𝑚𝑠 (𝐴𝑦 2 + 𝐵𝑦 + 𝐶) = 𝑢𝑚𝑚𝑠 �−4
ℎ
𝑦
𝑦
𝑦 2
𝑦2
+ 4 � = 4𝑢𝑚𝑚𝑠 � − � � �
2
ℎ
ℎ
ℎ
ℎ
ℎ
ℎ
𝑦
𝑦 2
𝑦2
𝑦3
𝑄 = � 𝑢𝑢𝑢𝑦 = � 4𝑢𝑚𝑚𝑠 � − � � � 𝑢𝑢𝑦 = 4𝑢𝑚𝑚𝑠 𝑢 � − 2 �
ℎ
ℎ
2ℎ 3ℎ 0
0
0
2
ℎ ℎ
𝑄 = 4𝑢𝑚𝑚𝑠 𝑢 � − � = 𝑢𝑚𝑚𝑠 𝑢ℎ
3
2 3
Since
𝑄 2
= 𝑢
ℎ
𝑢 3 𝑚𝑚𝑠
�⃗ 𝐴 = 𝑉
�⃗ 𝑢ℎ
𝑄=𝑉
So we have for the average velocity:
2
𝑄
�⃗ ℎ = 𝑢𝑚𝑚𝑠 ℎ
=𝑉
3
𝑢
�⃗
𝑉
𝑢𝑚𝑚𝑠
=
2
3
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Problem 8.11
It is NOT free
Problem 8.4
(Difficulty: 3)
8.11 A hydraulic jack supports a load of 9000 𝑘𝜌. The following data are given:
8.4
Diameter of piston
Radial clearance between piston and cylinder
100 𝑚𝑚
0.05 𝑚𝑚
120 𝑚𝑚
Length of piston
Estimate the rate of leakage of hydraulic fluid past the piston, assuming the fluid is SAE 30 oil at 30 ℃.
Assumptions: The flow as steady, fully developed laminar flow between stationary parallel plates.
Solution: Use the expression for flow between parallel plates:
𝑄 𝑟3 ∆𝜕
=
𝑙
12𝜇𝐿
where 𝑙 = 𝜋𝜋.
From Fig. A.2 at 𝑇 = 30 ℃, 𝜇 = 3.0 × 10−1
𝑁∙𝑠
.
𝑚2
∆𝜕 = 𝜕1 − 𝜕𝑚𝑎𝑚
𝜕1 =
𝜕1 =
𝑊 𝑚𝜌 4𝑚𝜌
=
=
𝐴
𝜋𝜋 2
𝐴
4 × 9000 𝑘𝜌 × 9.81
𝜋 × (0.1 𝑚)2
𝑚
𝑠 2 = 11.2 𝑀𝑃𝑟
𝜋
3
6 𝑁
−5
𝑚3
𝜋𝜋𝑟3 ∆𝜕 12 × (0.1 𝑚) × (5 × 10 𝑚) × 11.2 × 10 𝑚2
=
= 1.01 × 10−6
𝑄=
𝑁∙𝑠
12𝜇𝐿
𝑠
3.0 × 10−1
× 0.12 𝑚
𝑚2
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The leakage flow is
It is NOT free
𝑄 = 1.01 × 10−3
Check the Reynolds number
𝑅𝑟 =
𝐿
𝑠
�⃗ 𝑟 𝑉
�⃗ 𝑟
𝜌𝑉
=
𝜇
𝜐
𝜐 = 2.8 × 10−4
𝑚2
𝑠
𝑚3
1.01 × 10−6
𝑄 𝑄
𝑚
𝑠
�⃗ = = =
= 0.0643
𝑉
−5
𝐴 𝑙𝑟 𝜋 × 0.1 𝑚 × 5 × 10 𝑚
𝑠
𝑅𝑟 =
𝑚
× 5 × 10−5 𝑚
𝑠
= 0.011
𝑚2
2.8 × 10−4
𝑠
0.0643
The flow is definitely laminar.
Check whether we can neglect the motion of the piston. It moves down at speed 𝑈 and displaces liquid at
rate 𝑄 where:
𝑄=
Since
𝜋𝜋 2 𝑈
4
𝑚3
4 × 1.01 × 10−6
4𝑄
𝑠 = 1.29 × 10−4 𝑚
=
𝑈=
2
2
𝑠
𝜋𝜋
𝜋 × (0.1 𝑚)
−4 𝑚
𝑈 1.29 × 10
𝑠
=
𝑚 = 0.002
�𝑉⃗
0.0643
𝑠
So the motion of piston can be neglected.
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Problem 8.13
It is NOT free
Problem 8.5
(Difficulty 2)
8.5 A horizontal laminar flow occurs between two infinite parallel plates that are 0.3 m apart. The
velocity at the centerline is 2.7 m/s. Determine the flow
𝑚 rate through a section 0.9 m wide, the
the
velocity
at theatmidpoint
between
plates
2.7 shearing
. Calculate
(a) the
rate through
cross
velocity
gradient
the surface
of thethe
plate,
theiswall
stress,
and flow
the pressure
drop afor
a
𝑠
30
length.
The
fluid
viscosity
is
1.44
N
s/m2.
section 0.9 𝑚 wide, (b) the velocity gradient at the surface of the plate, (c) the wall shearing stress if the
8.13 When a horizontal laminar flow occurs between two parallel plates of infinite extent 0.3 𝑚 apart,
fluid has viscosity 1.44 𝑃𝑟 ∙ 𝑠, (d) the pressure drop in each 30 𝑚 along the flow.
Assumptions Flow is steady, fully established, and incompressible.
Solution: Use the expressions for the velocity profile for laminar flow between parallel plate. For
this laminar flow we have the velocity profile in terms of position and pressure gradient as:
𝑢=
The velocity gradient is
𝑟2 𝜕𝜕
𝑦 2
𝑦
� � �� � − � ��
𝑟
𝑟
2𝜇 𝜕𝑑
2𝑦
1
𝑢𝑢 𝑟2 𝜕𝜕
=
� � �� 2 � − � ��
𝑟
𝑟
𝑢𝑦 2𝜇 𝜕𝑑
In this particular case:
𝑟 = 0.3 𝑚
For the velocity at the midpoint we have:
𝑦 = 0.15 𝑚
(0.3 𝑚)2 𝜕𝜕
𝑦 2
𝑦
0.15 𝑚 2
0.15 𝑚
𝑚
𝑟2 𝜕𝜕
� � �� � − � �� =
� � ��
� −�
�� = 2.7
𝑉𝑐 =
𝑟
𝑟
𝜕𝑑
0.3 𝑚
0.3 𝑚
𝑠
2𝜇
2𝜇 𝜕𝑑
Thus the pressure gradient is
1 𝜕𝜕
� �=
2𝜇 𝜕𝑑
𝑚
1
𝑠
= −120
2
𝑚∙𝑠
0.15 𝑚
0.15 𝑚
(0.3 𝑚)2 × ��
� −�
��
0.3 𝑚
0.3 𝑚
2.7
(a) The average velocity is then:
1
−120
1 𝜕𝜕 2
𝑚
∙ 𝑠 × (0.3 𝑚)2 = 1.8 𝑚
𝑉� = −
� �𝑟 = −
𝑠
12𝜇 𝜕𝑑
6
The volumetric flow rate for width 𝑢 = 0.9 𝑚 is:
𝑄 = 𝑉�𝐴 = 1.8
𝑚
𝑚3
× 0.3 𝑚 × 0.9 𝑚 = 0.486
𝑠
𝑠
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(b) The velocity gradient at the surface of the plate 𝑦 = 0 or 𝑦 = 0.3 𝑚.
It is NOT free At 𝑦 = 0:
1
2𝑦
1
1
1
𝑢𝑢 𝑟2 𝜕𝜕
=
� � �� 2 � − � �� = (0.3 𝑚)2 × �−120
� �− �
�� = 36
𝑚∙𝑠
𝑟
𝑟
0.3 𝑚
𝑠
𝑢𝑦 2𝜇 𝜕𝑑
At 𝑦 = 0.3 𝑚
1
2𝑦
1
2 × 0.3𝑚
1
1
𝑢𝑢 𝑟2 𝜕𝜕
=
� � �� 2 � − � �� = (0.3 𝑚)2 × �−120
� ��
�
−
�
��
=
−36
(0.3 𝑚)2
𝑚∙𝑠
𝑟
𝑟
0.3𝑚
𝑠
𝑢𝑦 2𝜇 𝜕𝑑
(c) For the shear stress of the wall we have:
𝑢𝑢
1
𝜏𝑤 = 𝜇
= 1.44 𝑃𝑟 ∙ 𝑠 × 36 = 51.8 𝑃𝑟
𝑢𝑦
𝑠
(d) As the viscosity we have:
𝜇 = 1.44 𝑃𝑟 ∙ 𝑠
Thus
𝜕𝜕
1
𝑃𝑟
� � = �−120
� × 2 × 1.44 𝑃𝑟 ∙ 𝑠 = −346
𝜕𝑑
𝑚∙𝑠
𝑚
For the length we have is:
The pressure drop is:
∆𝑑 = 30 𝑚
𝜕𝜕
𝑃𝑟
∇𝜕 = � � ∆𝑑 = −346
× 30 𝑚 = −10380 𝑃𝑟 = −10.38 𝑘𝑃𝑟
𝜕𝑑
𝑚
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[Difficulty: 2]
Problem
Problem 8.11
8.6
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fully developed and laminar flow of oil occurs
It is 8.6
NOTA free
between parallel plates. The pressure gradient creating the
y
2h
flow is 1:25 kPa/m of length and the channel half-width is
x
1.5 mm. Calculate the magnitude and direction of the wall
shear stress at the upper plate surface. Find the volume
flow rate through the channel. The viscosity is 0.50 N s/m2.
Laminar flow between flat plates
Given:
Find:
Shear stress on upper plate; Volume flow rate per width
Solution:
du
τyx = μ⋅
dy
Then
τyx =
At the upper surface
y=h
The volume flow rate is
⌠
h
2
⌠
⌠
h ⋅ b dp ⎮
Q = ⎮ u dA = ⎮ u ⋅ b dy = −
⋅ ⋅⎮
⌡
2⋅ μ dx ⎮
⌡
−h
⌡
−h
2
2
⋅
u(y) = −
dp
dx
⋅⎛−
2⋅ y ⎞
h
2
Basic equation
⋅
⎡
dp
2⋅ μ dx
⋅ ⎢1 −
⎣
2
⎛ y ⎞ ⎥⎤
⎜h
⎝ ⎠⎦
(from Eq. 8.7)
dp
⎜ 2 = −y⋅ dx
⎝ h ⎠
1⋅ m
3 N
τyx = −1.5⋅ mm ×
× 1.25 × 10 ⋅
2
1000⋅ mm
m ⋅m
h
−h
3
⎡
⎢1 −
⎣
2
⎛ y ⎞ ⎥⎤ dy
⎜h
⎝ ⎠⎦
3
Q= −
2
1⋅ m ⎞
m
3 N
= − × ⎛⎜ 1.5⋅ mm ×
×
× 1.25 × 10 ⋅
1000⋅ mm ⎠
0.5⋅ N⋅ s
b
3 ⎝
2
m ⋅m
Q
2
τyx = −1.88Pa
Q
b
2⋅ h ⋅ b dp
⋅
3⋅ μ dx
= −5.63 × 10
2
−6 m
s
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Problem 8.16
It is NOT free
Problem 8.7
(Difficulty: 2)
8.78.16 A sealed journal bearing is formed from concentric cylinders. The inner and outer radii are 25 and
26 mm, the journal length is 100 mm, and it turns at 2800 rpm. The gap is filled with oil in laminar
motion. The velocity profile is linear across the gap. The torque needed to turn the journal is 0.2 𝑁 ∙ 𝑚.
Calculate the viscosity of the oil. Will
the why
torque
or decrease
time?or
Why?
Explain
theincrease
torque will
increase, with
decrease,
stay the same with time.
Assumptions: Linear velocity profile in the gap and the flow is laminar
Solution: Since the gap is small the flow is that between parallel plates. Apply Newton’s law of viscosity.
Newton’s law of viscosity is
𝜏𝑦𝑠 = 𝜇
Then
and the torque is
Solving for the viscosity
𝜏𝑦𝑠 = 𝜇
𝑈
𝜇𝜇𝑟𝑖
=
∆𝑟
∆𝑟
𝑇 = 𝑟𝑖 �2𝜋𝑟𝑖 𝐿𝜏𝑦𝑠 � =
2𝜋𝑟𝑖2 𝐿𝜏𝑦𝑠
𝜇=
𝜇=
𝑢𝑢
𝑢𝑦
∆𝑟𝑇
2𝜋𝜇𝑟𝑖3 𝐿
2𝜋𝜇𝜇𝑟𝑖3 𝐿
=
∆𝑟
𝑚𝑚𝑚
1
1
𝑟𝑟𝑟
𝑠
1
× 0.001 𝑚 × 0.2 𝑁 ∙ 𝑚 ×
×
×
×
× 60
2800 𝑟𝑟𝑟 (0.025 𝑚)3 0.1 𝑚 2𝜋 𝑟𝑟𝑢
𝑚𝑚𝑚
2𝜋
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𝑁∙𝑠
𝜇 = 0.0695
It is NOT free
2
𝑚
Because th bearing is sealed, so oil temperature will increase as energy is dissipated by friction. For
liquids, 𝜇 decreases T increases. Thus torque will decreases, since it is propotional to 𝜇.
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[Difficulty: 3]
Problem
8.25
Problem 8.8
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immiscible fluids are of equal thickness are contained between infinite parallel plates
It is 8.8
NOTTwo
free
separated by a distance 2h. The lower plate is stationary and the upper plate moves at constant
speed of 20 ft/s. The dynamic viscosity of the upper fluid is three times that of the lower fluid.
The flow is laminar and the pressure gradient in the direction of flow is zero.
Given:
Laminar flow of two fluids between plates
Find:
Velocity at the interface
Solution:
Using the analysis of Section 8.2, the sum of forces in the x direction is
⎛ ∂ dx
dx ⎞
⎡ ∂ dy ⎛ ∂ dy ⎞⎤
∂
⋅ b ⋅ dy = 0
⎢τ + τ ⋅ − ⎜ τ − τ ⋅ ⎥ ⋅ b ⋅ dx + ⎜ p − p ⋅ − p + p ⋅
∂x 2 ⎠
⎣ ∂y 2 ⎝ ∂y 2 ⎠⎦
⎝ ∂x 2
Simplifying
dτ
dy
=
dp
dx
2
=0
μ⋅
or
dy
y=0
u1 = 0
2
=0
u 1 = c1 ⋅ y + c2
Applying this to fluid 1 (lower fluid) and fluid 2 (upper fluid), integrating twice yields
We need four BCs. Three are obvious
d u
y = h u1 = u2
y = 2⋅ h
u 2 = c3 ⋅ y + c4
u2 = U
The fourth BC comes from the fact that the stress at the interface generated by each fluid is the same
y=h
du1
du2
μ1⋅
= μ2⋅
dy
dy
Using these four BCs
0 = c2
c1⋅ h + c2 = c3⋅ h + c4
Hence
c2 = 0
From the 2nd and 3rd equations
c1⋅ h − U = −c3⋅ h
Hence
μ1
c1⋅ h − U = −c3⋅ h = − ⋅ h ⋅ c1
μ2
and
Hence for fluid 1 (we do not need to complete the analysis for fluid 2)
20⋅
Evaluating this at y = h, where u 1 = u interface
u interface =
ft
s
1⎞
⎛1 +
⎜
3⎠
⎝
U = c3⋅ 2⋅ h + c4
μ1 ⋅ c1 = μ2 ⋅ c3
c1 =
U
⎛
μ1 ⎞
⎝
μ2
⎠
h⋅ ⎜ 1 +
u1 =
U
⎛
h ⋅⎜1 +
⎝
μ1 ⎞
μ2
⎠
u interface = 15⋅
ft
s
⋅y
μ1⋅ c1 = μ2⋅ c3
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Problem 8.22
It is NOT free
Problem 8.9
(Difficulty: 2)
8.9 An incompressible viscous liquid flows steadily down an incline due to gravity. The flow is
8.22 Consider steady, incompressible, and fully developed laminar flow of a viscous liquid down an
laminar and the velocity profile, derived in Example 5.9, is shown below, where q is the slope of
incline with no pressure gradient. The velocity profile was derived in Example 5.9. Plot the velocity
the incline and h is the thickness of the film. The fluid kinematic viscosity is 1x104 m2/s, the
profile. Calculate the kinematic viscosity of the liquid if the film thickness on a 30° slope is 0.8 𝑚𝑚 and
slope is 30o, and the film thickness is 0.8mm. Determine the maximum velocity and the flow rate
the maximum velocity is 15.7 𝑚𝑚⁄𝑠.
per
meter of width.
Solution:
𝑢 = 𝑢𝑚𝑚𝑠 at 𝑦 = ℎ,
And
𝑢=
𝜌𝜌 sin 𝜃
𝑦2
𝜌 sin 𝜃
𝑦2
�ℎ𝑦 − � =
�ℎ𝑦 − �
𝜇
𝜐
2
2
𝑢𝑚𝑚𝑠 =
𝜌 sin 𝜃 2 ℎ2
𝜌 ℎ2 sin 𝜃
�ℎ − � =
𝜐
2𝜐
2
𝑚
2
−3
𝑚2
𝜌 ℎ2 sin 𝜃 9.81 𝑠2 × (0.8 × 10 𝑚) × sin 30°
−4
=
=
1
×
10
𝜐=
𝑚
2𝑢𝑚𝑚𝑠
𝑠
2 × �15.7 × 10−3 �
𝑠
𝑢
The plot is shown as:
𝑢𝑚𝑚𝑠
=
�ℎ𝑦 −
ℎ2
2
𝑦2
�
2
𝑦
𝑦 2
=2 −� �
ℎ
ℎ
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Problem 8.10
[Difficulty: 3]
Problem
8.32
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It is8.10
NOT There
freeis a fully developed laminar flow of air between parallel plates. The upper plate
moves at 5 ft/s and the spacing between the plates is a = 0.1 in. (a) Assume the air is
incompressible and determine the flow rate per unit depth for the case of zero pressure gradient
and the shear stress distribution across the channel. (b) Determine the magnitude and direction
of the pressure gradient that will give zero shear stress at y=0:25a, and determine the magnitude
and
direction of
the shear stress at both surfaces.
Flow between parallel plates
Given:
Find:
Shear stress on lower plate; Plot shear stress; Flow rate for pressure gradient; Pressure gradient for zero shear; Plot
Solution:
u(y) =
From Section 8-2
U⋅ y
a
+
⎡ y 2
⎞ −
2 ⋅ μ dx ⎣⎝ a ⎠
a
2
⋅
dp
⋅ ⎢⎛⎜
y⎤
⎥
a⎦
3
ft
a
u = U⋅
For dp/dx = 0
a
⌠
⌠
U⋅ a
y
= ⎮ u ( y ) dy = w⋅ ⎮ U⋅ dy =
⎮
⌡
2
l
a
0
⌡
y
Q
a
1
Q =
2
× 5⋅
ft
×
s
0.1
12
⋅ ft
Q = 0.0208⋅
s
ft
0
τ = μ⋅
For the shear stress
du
dy
=
μ⋅ U
− 7 lbf ⋅ s
μ = 3.79 × 10
when dp/dx =
0
a
⋅
ft
(Table A.9)
2
The shear stress is constant - no need to plot!
τ = 3.79 × 10
− 7 lbf ⋅ s
⋅
ft
2
× 5⋅
ft
s
×
12
0.1⋅ ft
×
⎛ 1⋅ ft ⎞
⎜ 12⋅ in
⎝
⎠
2
−6
τ = 1.58 × 10
Q will decrease if dp/dx > 0; it will increase if dp/dx < 0.
τ = μ⋅
For non- zero dp/dx:
du
dy
=
μ⋅ U
a
+ a⋅
τ( y = 0.25⋅ a) = μ⋅
At y = 0.25a, we get
U
a
dp
dx
⋅ ⎛⎜
+ a⋅
y
−
⎝a
dp
dx
⋅ ⎛⎜
1⎞
2⎠
1
⎝4
−
1⎞
2⎠
= μ⋅
U
a
−
a dp
⋅
4 dx
lbf
Hence this stress is zero when
dp
dx
=
4 ⋅ μ⋅ U
a
2
− 7 lbf ⋅ s
= 4 × 3.79 × 10
⋅
ft
2
× 5⋅
ft
s
×
2
2
⎛ 12 ⎞ = 0.109 ⋅ ft = 7.58 × 10− 4 psi
⎜ 0.1⋅ ft
ft
ft
⎝
⎠
0.1
y (in)
0.075
0.05
0.025
−4
− 1× 10
0
−4
1× 10
Shear Stress (lbf/ft3)
−4
2× 10
−4
3× 10
⋅ psi
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Problem 8.31
It is NOT free
Problem 8.11
(Difficulty: 3)
8.11
8.31 A continuous belt, passing upward through a chemical bath at speed 𝑈0 , picks up a liquid film of
thickness ℎ, density 𝜌, and viscosity 𝜇. Gravity tends to make the liquid drain down, but the movement
of the belt keeps the liquid from running off completely. Assume that the flow is fully developed and
laminar with zero pressure gradient, and that the atmosphere produces no shear stress at the outer
surface of the film. State clearly the boundary conditions to be satisfied by the velocity at 𝑦 = 0 and
𝑦 = ℎ. Obtain an expression for the velocity profile.
Assumptions: (1) 𝐹𝑠𝑠 due to shear forces only (2) steady flow (3) Fully-developed flow
Solution: Apply x component of momentum equation.
𝐹𝑠𝑠 + 𝐹𝐵𝑠 =
TCoose CV 𝑢𝑑𝑢𝑦𝑢𝑑 as shown. Then
Or
𝜕
�⃗ ∙ 𝑢𝐴⃗
� 𝑢𝜌𝑢∀ + � 𝑢𝜌𝑉
𝜕𝜕 𝐶𝐶
𝐶𝐶
𝜏𝑦𝑠 = 𝜇
𝐹𝑠𝑠 + 𝐹𝐵𝑠 = 𝐹1 − 𝐹2 + 𝐹𝐵𝑠 = �𝜏 +
𝑢𝑢
=𝜏
𝑢𝑦
𝑢𝜏 𝑢𝑦
𝑢𝜏 𝑢𝑦
� 𝑢𝑑𝑢𝑑 − �𝜏 −
� 𝑢𝑑𝑢𝑑 − 𝜌𝜌𝑢𝑑𝑢𝑦𝑢𝑑
𝑢𝑦 2
𝑢𝑦 2
𝑢𝜏
= 𝜌𝜌
𝑢𝑦
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Integrating,
It is NOT free
𝜏 = 𝜌𝜌𝑦 + 𝑐1 = 𝜇
𝑢𝑢 𝜌𝜌𝑦 𝑐1
=
+
𝜇
𝑢𝑦
𝜇
Integrating again,
𝑢𝑢
𝑢𝑦
𝜌𝜌𝑦 2 𝑐1
+ 𝑦 + 𝑐2
𝑢=
2𝜇
𝜇
To evaluate the constants 𝑐1 and 𝑐2 , apply the boundary conditions:
At 𝑦 = 0, 𝑢 = 𝑈0 , so
𝑐2 = 𝑈0
At 𝑦 = ℎ, 𝜏 = 0, so
𝑢𝑢
=0
𝑢𝑦
𝑐1 = −𝜌𝜌ℎ
Substituting,
𝑢=
Note that at 𝑦 = ℎ,
𝑢=
𝑢=
𝜌𝜌𝑦 2 𝜌𝜌ℎ
−
𝑦 + 𝑈0
𝜇
2𝜇
𝜌𝜌 𝑦 2
� − ℎ𝑦� + 𝑈0
𝜇 2
ℎ2
𝜌𝜌
�− � + 𝑈0 ≠ 0
𝜇
2
Thus the solution is determined only when 𝑈0 and ℎ are known.
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