Download free eBooks at bookboon.comClick on the ad to read more Engineering Fluid Mechanics Solution Manual Maersk.com/Mitas e Graduate Programme for Engineers and Geoscientists Month 1
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2
Prof T.T Al-Shemmeri
Engineering Fluid Mechanics Solution Manual
Trang 3Engineering Fluid Mechanics Solution Manual
© 2012 Prof T.T Al-Shemmeri & bookboon.com (Ventus Publishing ApS)
ISBN 978-87-403-0263-9
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Engineering Fluid Mechanics Solution Manual
Maersk.com/Mitas
e Graduate Programme for Engineers and Geoscientists
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Trang 5Engineering Fluid Mechanics Solution Manual Book Description
Book Description:
Title – Engineering Fluid Mechanics Solution Manual
Author – Prof T.T Al-Shemmeri
Fluid Mechanics is an essential subject in the study of the behaviour of luids at rest and when in motion
he book is complimentary follow up for the book “Engineering Fluid Mechanics” also published on BOOKBOON, presenting the solutions to tutorial problems, to help students the option to see if they got the correct answers, and if not, where they went wrong, and change it to get the correct answers
Author Details:
Prof Tarik Al-Shemmeri – BSc, MSc, PhD, CEng
Professor of Renewable Energy Technology at Stafordshire University
Current research interests in Renewable Energy and Environmental Technology
Lecturing topics include: Energy management and Power generation
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Engineering Fluid Mechanics Solution Manual
6
Chapter One Tutorial Problems
1 Chapter One Tutorial Problems
1.1 Show that the kinematic viscosity has the primary dimensions of L2T-1
Solution:
he kinematic viscosity is deined as the ratio of the dynamic viscosity by the density of the luid
he density has units of mass (kg) divided by volume (m3); whereas the dynamic viscosity has the units
of mass (kg) per meter (m) per time (s)
Hence:
3 4 5
3 3
/ /
/ /
1.2 In a luid the velocity measured at a distance of 75mm from the boundary is 1.125m/s he luid
has absolute viscosity 0.048 Pa s and relative density 0.913 What is the velocity gradient and shear stress at the boundary assuming a linear velocity distribution? Determine its kinematic viscosity
[Ans: 15 s-1, 0.72Pa.s; 5.257x10-5 m2/s]
Solution:
Trang 7Engineering Fluid Mechanics Solution Manual Chapter One Tutorial Problems
u f{
fX Itcfkgpv
0
297 2
1.3 A dead-weight tester is used to calibrate a pressure transducer by the use of known weights
placed on a piston hence pressurizing the hydraulic oil contained If the diameter of the piston
is 10 mm, determine the required weight to create a pressure of 2 bars
[Ans: 1.6 kg]
Solution:
4 7 4
4 2232 9:76 326
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Engineering Fluid Mechanics Solution Manual
8
Chapter One Tutorial Problems
1.4 How deep can a diver descend in ocean water without damaging his watch, which will withstand
an absolute pressure of 5.5 bar?
Take the density of ocean water, r = 1025 kg/m3
[Ans: 44.75 m]
Solution:
Use the static equation: r"?"t"i"j"
Hence the depth can be calculated as:
Ycvgt o z
z i
R
:3 0
; 3247
32 + 3 7 0 7
* 0
=
−
2 2
2
1 1
D
d z
g P
Trang 9Engineering Fluid Mechanics Solution Manual Chapter One Tutorial Problems
4 4
+ 6 1
*
+ 6 1
*
F
f z
| zF
zf z
|
|
jgpeg › ? ?
r r
For the “U” tube manometer that the height diferent in the two columns gives the pressure diference, therefore:
0 0 0
hence
+ 0*
* ]
3 R i |
R / ? t 0 0
1.6 A lat circular plate, 1.25 m diameter is immersed in sewage water (density 1200 kg/m3) such
that its greatest and least depths are 1.50 m and 0.60 m respectively Determine the force exerted
on one face by the water pressure,
[Ans: 15180 N]
307o" 208o" c"
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Engineering Fluid Mechanics Solution Manual
Trang 11Engineering Fluid Mechanics Solution Manual Chapter One Tutorial Problems
1.7 A rectangular block of wood, loats with one face horizontal in a luid (RD = 0.9) he wood’s
density is 750 kg/m3 Determine the percentage of the wood, which is not submerged
For stable condition
Upthrust = weight force or
F = W
he Upthrust due to Buoyancy = rseawater g Vx
he total weight of submersed wood = rwood g VL
herefore the portion of block that is NOT submerged is
1- Vx/VL = (rwood / rwater ) = 1 - 750 / 900 = 17%
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Engineering Fluid Mechanics Solution Manual
12
Chapter One Tutorial Problems
1.8 An empty balloon and its equipment weight 50 kg, is inlated to a diameter of 6m, with a gas
of density 0.6 kg/m3 What is the maximum weight of cargo that can be lited on this balloon,
if air density is assumed constant at 1.2 kg/m3?
[Ans: 17.86 kg]
Solution:
H"
Y"
Since the system is stable according to Newton’s second law of motion:
Trang 13Engineering Fluid Mechanics Solution Manual Chapter Two Tutorial Problems
2 Chapter Two Tutorial Problems
2.1 A 20 mm dam pipe forks, one branch being 10 mm in diameter and the other 15 mm in diameter
If the velocity in the 10 mm pipe is 0.3 m/s and that in the 15 mm pipe is 0.6 m/s, calculate the rate of low in cm3/s and velocity in m/s in the 20 mm diameter pipe
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14
Chapter Two Tutorial Problems
2.2 Water at 36 m above sea level has a velocity of 18 m/s and a pressure of 350 kN/m2 Determine
the potential, kinetic and pressure energy of the water in metres of head Also determine the total head
Ans (35.68 m, 16.5 m, 36 m, 88.2 m)
Solution:
Take each term separately
o z
z i
r3 57 0 89:
:3 0
; 3222
4i
X4
:3 0
; 4
Trang 15Engineering Fluid Mechanics Solution Manual Chapter Two Tutorial Problems
2.3 he air supply to an engine on a test bed passes down a 180 mm diameter pipe itted with an
oriice plate 90 mm diameter he pressure drop across the oriice is 80 mm of parain he coeicient of discharge of the oriice is 0.62 and the densities of air and parain are 1.2 kg/m3
and 830 kg/m3 respectively Calculate the mass low rate of air to the engine
*]
+
*
4 3 4
4 3 4
3
4
C C
r r x
;2
*3]403
60873
4
6 ?/
?
(iii) m = Cd V2 A2 x r
4 5 4
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Engineering Fluid Mechanics Solution Manual
16
Chapter Two Tutorial Problems
2.4 Determine the pressure loss in a 100 m long, 10 mm diameter smooth pipe if the low velocity
is 1 m/s for:
a) air whose density 1.0 kg/m3 and dynamic viscosity 1 x 10-5 Ns/m2
b) water whose density 10003 kg/m3 and dynamic viscosity 1 x 10-3 Ns/m2
L xfx
hf
2 4
; 2 0 3 0 0
8 0 54 84 0 3;
3 23 0 2
322 238 0 2 6
o P z
z j
i R
o z
z z j
L xfx
hf
2 4
379;63 3
0 38 :3 0
; 3222 0
0
3 0 38 84 0 3;
3 23 0 2
322 229;
0 2 6
o mP z
z j
i R
o z
z z
Trang 17Engineering Fluid Mechanics Solution Manual Chapter Two Tutorial Problems
2.5 Determine the input power to an electric motor (hm = 90%) supplying a pump (hp = 90%)
delivering 50 l/s of water (r = 1000 kg/m3, m = 0.001 kg/ms) between two tanks with a diference
in elevation of 50m if the pipeline length is 100m long in total of 150 mm diameter, assume a friction factor of 0.008 and neglect minor losses
z z
z i
x F
N h
:3
;4
:5437
2
32222:
264
00
00
S i R
r o
;2
;2
92:
7:
272:3
;3222
00
0
00
00
00
?
?
?
j j
t
"
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Engineering Fluid Mechanics Solution Manual
18
Chapter Two Tutorial Problems
2.6 A jet of water strikes a stationary lat plate “perpendicularly”, if the jet diameter is 7.5 cm and
its velocity upon impact is 30 m/s, determine the magnitude and direction of the resultant force
on the plate, neglect frictional efect and take water density as 1000 kg.m3
Ans (3970 N)
Solution:
o z z
Hz ? 3222 6 0 63: 32/ 5 524 * 3 / 2 +
P
Hz 5;98 ?
Trang 19Engineering Fluid Mechanics Solution Manual Chapter Two Tutorial Problems
2.7 A horizontally laid pipe carrying water has a sudden contraction in diameter from 0.4m to 0.2m
respectively he pressure across the reducer reads 300 kPa and 200 kPa respectively when the low rate is 0.5 m3/s Determine the force exerted on the section due to the low, assuming that friction losses are negligible
Ans: (25.5 kN)
Solution:
o z
C
o z
C
00
00
25362426
34782626
4 4
4
4 4
u
o z
C
S x
u
o z
0
1
000
;37
37426
72
;9;
5626
72
4 4
4
4 3
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Engineering Fluid Mechanics Solution Manual
20
Chapter Two Tutorial Problems
2.8 A siphon has a uniform circular bore of 75 mm diameter and consists of a bent pipe with its crest
1.8 m above water level and a discharge to the atmosphere at a level 3.6 m below water level Find the velocity of low, the discharge and the absolute pressure at crest level if the atmospheric pressure is 98.1 kN/m2 Neglect losses due to friction
Ans (0.0371 m3/s, 45.1 kN/m2)
Solution:
5
4 5 5 3
4 3 3
4
x i
r
| i
x i
r - - ? -
-t t
u o z
z X
jgpeg
i x
1 0
0 0
0
5
4 5
626 : 8 5 :3
; 4
2 4 2 8 5 2
-? - -
Trang 21Engineering Fluid Mechanics Solution Manual Chapter Three Tutorial Problems
3 Chapter Three Tutorial Problems
3.1 If the vertical component of the landing velocity of a parachute is equal to that acquired
during a free fall of 2m, ind the diameter of the open parachute (hollow hemisphere) if the total weight of parachute and the person is 950N Assume for air at ambient conditions, Density = 1.2 kg/m3 and Cd = 1.35
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22
Chapter Three Tutorial Problems
zE C X i
o
H
PUN
u o z
z X
cu X
X
f
4 3 2
486 8 4 :3
; 4 4
4
4 3
4
4
0 0 0
<
1 0
0
? /
6 486 8 4 3 4
3
;72 / 0 0 40* r + 4 0 ?
o F
uqnxg › ? 80 39
3.2 A buoy is attached to a weight resting on the seabed; the buoy is spherical with radius of 0.2m
and the density of sea water is 1020 kg/m3 Determine the minimum weight required to keep the buoy aloat just above the water surface Assume the buoy and the chain has a combined weight of 1.2 kg
Ans (33 kg)
Solution:
Trang 23Engineering Fluid Mechanics Solution Manual Chapter Three Tutorial Problems
Since the system is stable and motionless, Newton’s second law of motion reduces to:
Weight = Upthrust (Buoyancy)
Fb = Fg
Volume of sphere = (4.pi/3) x R3 = 0.0335 m3
he Upthrust is FB = rluid x VL x g =1020 x 0.0335x9.81= 335.3 N
Hence the payload = (335.3 / 9.81) – 1.2 = 32.98 kg
3.3 An aeroplane weighing 65 kN, has a wing area of 27.5 m2 and a drag coeicient (based on wing
area) CD=0.02+0.061 xCL2 Assume for air at ambient conditions, Density = 0.96 kg/m3 Determine the following when the crat is cruising at 700 km/h:
1 the lit coeicient
2 the drag coeicient, and
3 the power to propel the crat
Ans (0.13, 0.021, 2040 kW)
Solution:
zX z
z
z X
+1
*00+1
zX z
z
z z
zE
749
;8243
3287283
2242283
2242
4 4
5 4
ÙÚ
ÈÉ
Ç-
?-
?
00
+1
*0
00
0
hence
zX z z
z zX z
zE C X
H F h F 2;8 497 224 36 9; 32
4
34
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Engineering Fluid Mechanics Solution Manual
24
Chapter Three Tutorial Problems
Power
u o
z j
mo X
X z X
zX H
R F
6663;65822
3222922922
32
;743486
1
00
hence
z E
z z E
F
N
24323522832242
3526663;632
9;
36
4
6 7
?-
?
?
00
00
0+0
*0
mY z
z
R ?20486 3;606665-30;74 32913;60666?4263
3.4 A racing car shown below is itted with an inverted NACA2415 aerofoil with lit to drag given
as: Cd=0.01 + 0.008 x Cl2
he aerofoil surface area is 1 m2 and the car weight is 1 kN; the car maintains a constant speed
of 40 m/s, determine at this speed:
1 he aerodynamic drag force on the aerofoil
2 he power required to overcome this drag force
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Trang 25Engineering Fluid Mechanics Solution Manual Chapter Three Tutorial Problems
Assume for air at ambient conditions, take Density = 1.2 kg/m3
Ans (18 N, 0.7 kW)
Solution:
23:8:
22639322:
223222:
2232
263936234343
32
34
3
4 4
4
5 4
00
000
0
00
+1
*00+1
*
?-
?-
E
z z z
z X
C
H E
N F
N
P z
z z z zE
C X
4
3 4
mY z
zX H Rqygt ? F ? 39 0 ; 62 ? 2 0 939
3.5 Air lows over a sharp edged lat plate, 3m long and 3m wide at a velocity of 2 m/s
1 Determine the drag force
2 Determine drag force if the plate was mounted perpendicular to the low direction assume
Cd = 1.4
For air, take density as 1.23 kg/m3, and kinematic viscosity as 1.46x10-5 m/s2
Ans (0.05N, 31N)
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Engineering Fluid Mechanics Solution Manual
z z
z zN
X
F
n
22429 2 54:
3
32 7 32 33 6 32 68 3
5 4
7
7 7
0 Tg
z z z z zE
X C
4
3 4
2
P z
z z z z zE
X C H
3
6 3
4 4
0 0 +
* 0 0
3.6 (a) An airplane wing has a 7.62m span and 2.13m chord Estimate the drag on the wing (two
sides) treating it as a lat plate and the light speed of 89.4 m/s to be turbulent from the leading edge onward
(b) Determine the reduction in power that can be saved if the boundary layer control device is installed on the wing to ensure laminar low over the entire wing’s surface
For air, take density as 1.01 kg/m3, and kinematic viscosity as 1.3x10-5 m/s2
Ans (358 N, 86%)
Solution:
Trang 27Engineering Fluid Mechanics Solution Manual Chapter Three Tutorial Problems
0 0 Tg
0 2 22495 296
2
32 7 32 487 3 32 5 3
35 4 6 :;
4
7 9
z z
z zN
X
F
0 0 0
0 0
0 + 0 0
* 0 0
0
;8;
53 6 :;
8 579
8 579 22495 2 6 :;
35 4 84 9 4 23 3 4
3 4
zX H Rqygt
P z
z z z z z zE
X C H
0 0
0 + 0 0
* 0 0
0
0 + 0
*
0
0
594 6 6 :;
; 6:
; 6:
22259 2 6 :;
35 4 84 9 4 23 3 4
3 4
3
22259 2 32
487 3
54:
3
4 4
7 9
zX H Rqygt
P z
z z z z z zE
X C H
z E
F
F F
F
t
' 0 ' tgfwevkqp ? :8 5
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Chapter Four Tutorial Problems
4 Chapter Four Tutorial Problems
4.1 Assuming the ideal gas model holds, determine the velocity of sound in
4.2 An airplane can ly at a speed of 800km/h at sea-level where the temperature is 15°C lf the
airplane lies at the same Mach number at an altitude where the temperature is -44°C, ind the speed at which the airplane is lying at this altitude
Trang 29Engineering Fluid Mechanics Solution Manual Chapter Four Tutorial Problems
4.3 A low lying missile develops a nose temperature of 2500K when the ambient temperature and
pressure are 250K and 0.01 bar respectively Determine the missile velocity and its stagnation pressure Assume for air: g = 1.4 Cp = 1005 J/kgK
3603+
3
?
i i
Er X
X R
Rq
_ 0 0 4 3
z z
V Er
X Rz
Rq
8 0 53 +
472 495
* 3227 4
89 0 4348 3
23 0 2
0 4 3
6 0 2 6 0 3 4
3 4
? Ù Ú
È É
Ç
-
-?
Ù Ú
È É
Ç -
i