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CHEN-231 β Spring 2021
Fluid and Particle Mechanics
Week #5: Lecture Notes
Chemical and Materials Engineering Department
King Abdulaziz University (KAU) at Rabigh
Instructor: Dr. Hisham Maddah
Dr. HA Maddah 2
Example 1 in the text.
Chapter 5:- 5.2: Applications of the Integral Expression for Linear Momentum
Dr. HA Maddah 3
Forces imposed on the fluid include: 1) Pressure forces at sections (1) and (2).2) Body force due to the weight of fluid in the
control volume.3) Forces due to pressure and shear stress, Pw and
πw, exerted on the fluid by the pipe wall.
Assume that the resultant force on the fluid (due to Pw and πw) by the pipe is symbolized as B, and its x and y components as Bx and By, respectively.
The overall momentum balance, the external forces acting on the fluid in the control volume are:
Chapter 5:- 5.2: Applications of the Integral Expression for Linear Momentum
Dr. HA Maddah 4
Each component of the unknown force B is assumed to have a positive sense.
The actual signs for these components, when a solution is obtained, will indicate whether or not this assumption is correct.
Evaluating the surface integral in both the x and y directions, we have β¦
Chapter 5:- 5.2: Applications of the Integral Expression for Linear Momentum
Dr. HA Maddah 5
Another C.V. approach β¦This control volume is bounded simply by the straight planes cutting through the pipe at sections (1) and (2).
The fact that a control volume such as this can be used indicates the versatility of this approach, that is,that βthe results of complicated processes occurring internally may be analyzed quite simply by considering only those quantities of transfer across the control surface.β
Chapter 5:- 5.2: Applications of the Integral Expression for Linear Momentum
Dr. HA Maddah 6
The force having components Bx and By is exerted on the control volume by the section of pipe cut through at sections (1) and (2).
The pressures at (1) and (2) are gage pressures, as the atmospheric pressures acting on all surfaces cancel.
Note that the resulting equations for the two control volumes are identical. Thus, βa correct solution may be obtained from various chosen C.V.sβ as long as they are analyzed carefully and completely.
Chapter 5:- 5.2: Applications of the Integral Expression for Linear Momentum
Dr. HA Maddah 7
We were to evaluate the force exerted on the pipe rather than that on the fluid.
The force sought is the reaction to B and has components equal in magnitude and opposite in sense to Bx and By.
The components of the reaction force, R, exerted on the pipe by the fluid β¦
Chapter 5:- 5.2: Applications of the Integral Expression for Linear Momentum
Dr. HA Maddah 8
Example 2 in the text.The control-volume expression for linear momentum (the momentum theorem), consider the steam locomotive tender, which obtains water from a trough by means of a scoop. The force on the train dueto the water is to be obtained.
Chapter 5:- 5.2: Applications of the Integral Expression for Linear Momentum
Dr. HA Maddah 9
Solution:
The logical choice for a control volume in this case is the water-tank/scoop combination.
Our control-volume boundary will be selected as the interior of the tank and scoop.
As the train is moving with a uniform velocity, there are two possible choices of coordinate systems:
1) Fixed in space.2) Moving with the velocity of the train, v0.
Let us first β¦analyze the system by using a moving coordinate system.
Chapter 5:- 5.2: Applications of the Integral Expression for Linear Momentum
Dr. HA Maddah 10
Let us first, analyze the system by using a moving coordinate system.
with the xy coordinate system moving at velocity v0
(inertial coordinate system). All velocities are determined with respect to the x and y axes.
Velocity of the fluid is going to be in the opposite direction of the velocity of the moving train, scooping.
Fx is the total force exerted on the fluid by the train and scoop, neglecting forces due to pressure and shear β¦ βThe momentum flux termβ (per unit length)
The rate of change of momentum within the control volume is zero, as the fluid in the control volume has zero velocity in the x direction.
βfluid on trainβ
βtrain on fluidβ
Chapter 5:- 5.2: Applications of the Integral Expression for Linear Momentum
Dr. HA Maddah 11
Now let us consider the same problem with a stationary coordinate system, Employing once again the control-volume relation for linear momentum β¦
where the momentum flux is zero, as the entering fluid has zero velocity. There is, no fluid leaving the C.V.
βThe momentum flux termβ = Zero
v is the velocity relative to fixed coordinates, vβn is the velocity relative to the control-volume boundary.
βfluid on trainβ
βtrain on fluidβ
αΆπ = mass of fluid entering the C.V.
Chapter 5:- 5.2: Applications of the Integral Expression for Linear Momentum
Chapter 5:- Tutorial: Practice Problems
Dr. HA Maddah 12
(a) Find the area at section 2,
π΄2 = π΄π + π΄π π΄π = π΄2 β π΄π = 0.54 ππ‘2
Assume:
Steady state (st. st.) βπ
ππ‘=0
Incompressible flow β π=constant
βπ£ππ΄π + βπ£ππ΄π + π£2π΄2 = 0
β90 Γ 0.06 + β10 Γ 0.54 + 0.6π£2 = 0
ππ= ππ ππ/π
Given, π΄π = 0.06 ππ‘2 π£π = 90 ππ‘/π
π΄π = ? ? ππ‘2 π£π = 10 ππ‘/π π΄2 = 0.6 ππ‘2
inflow outflowinflow
Chapter 5:- Tutorial: Practice Problems
Dr. HA Maddah 13
(b) Assume steady state, apply βintegral momentumβ
π1π΄π + π1π΄π β π2π΄2 = β¦
π£ππ βπ£π π΄π + π£π π βπ£π π΄π + π£2π +π£2 π΄2
π1 π΄π + π΄π β π2π΄2 = βππ£π2π΄π β ππ£π
2π΄π + ππ£22π΄2
π2 β π1 =π
ππ π΄2π£π2π΄π + π£π
2π΄π β π£22π΄2
π2 β π1 = 1116.23 Ibf/ft2
π·π β π·π = π. ππ π©π¬π’Given, π΄π = 0.06 ππ‘2 π£π = 90 ππ‘/π
π΄π = ? ? ππ‘2 π£π = 10 ππ‘/π π΄2 = 0.6 ππ‘2
π΄2
[ gc=32.2 (Ibm) (ft)/(Ibf) (s2) ]
Chapter 5:- Tutorial: Practice Problems
Dr. HA Maddah 14
Assume steady state, apply βintegral momentumβ
Momentum in x-direction:
πΉπ₯ = π£π cos π πAj βπ£π + π£ππAj π£π
πΉπ₯ = βπAjπ£π π£π cos π β π£π
πΉπ₯ = β 998.2π
40.12 (20)(20 cos 45 β 4.5)
πΉπ₯ = β1511 N βw.r.t the water jetβ
β΄ Force exerted on the car is +1511 N in x-directionGiven, π£π = 4.5 π/π π£π = 20 π/π
πΉπ₯ = ? ? π πΉπ¦ = ? ? π
outwardinward
20 cos 45
20 sin 45
Chapter 5:- Tutorial: Practice Problems
Dr. HA Maddah 15
Assume steady state, apply βintegral momentumβ
Momentum in y-direction:
πΉπ¦ = βπ£π sin π πAj βπ£π + 0
πΉπ¦ = πAjπ£π2 sin π
πΉπ¦ = 998.2π
40.12 20 2(sin 45)
πΉπ¦ = +2217 N βw.r.t the water jetβ
β΄ Force exerted on the car is β2217 N in y-directionTotal for on the car: π = +ππππ ππ± β ππππ ππ²
Given, π£π = 4.5 π/π π£π = 20 π/π
πΉπ₯ = ? ? π πΉπ¦ = ? ? π
outwardinward
20 cos 45
20 sin 45
Chapter 5:- Tutorial: Practice Problems
Dr. HA Maddah 16
For frictionless flows, no drag (shear stress) on plate
Assume steady state flow, and then apply βintegral momentumβ
Momentum in x-direction or y- direction:
πΉπ =ΰΆ΅π.π .
π£ππ π£ β π ππ΄ = 0
πΉπ = (π£ cos π) πAj βπ£π
πΉπ = β(π£ cos π) αΆπ = β 1003
52 = β120 Ibf
Given, π£π = 4.5 π/π π£π = 20 π/π
πΉπ₯ = ? ? π πΉπ¦ = ? ? π
inflow
StationaryIbf s2/ft = slugs
C.V.
Fn
Chapter 5:- Tutorial: Practice Problems
Dr. HA Maddah 17
For frictionless flows, no drag (shear stress) on plate
Assume steady state flow, and then apply βintegral momentumβ
Momentum in x-direction or y- direction:
πΉπ₯ = β1203
5= β72 Ibf
πΉπ¦ = β1204
5= β96 Ibf
Given, π£π = 4.5 π/π π£π = 20 π/π
πΉπ₯ = ? ? π πΉπ¦ = ? ? π
C.V.
Fn
Ibf s2/ft = slugs
Revision Slides: Midterm #1 Materials
Dr. HA Maddah 18
Chapter 1:- 1.1: Fluids and the Continuum
β’ Momentum Transfer: Study of the motion of a fluid and the forces that produces these motions.
β’ Newtonβs 2nd Law: [ Force (F) = mass (m) x acceleration (a) ]β F = ma1. Force is directly related to βthe rate of change of momentumβ.
2. Rate of change of momentum: a = dv/dt = [m/s2].
3. Forces: e.g. [gravity, pressure, stress].
Fluid Mechanics = Momentum Transfer
Dr. HA Maddah 19
Chapter 1:-1.3: Point-to-point Variation of Properties in a Fluid
β’ Point-to-point variation in pressure:β’ From dP/ds zeroth and maximum paths, the
maximum directional derivative for pressure along the path s is a suggested vector as β¦
β’ e is a unit vector in x, y, or z directions (Cartesian coordinates).
β’ Gradient = grad = π΅ = pronounced βdelβ, that is βa vector with maximum rate of change of dependent variable with respect to distanceβwhere ..
Dr. HA Maddah 20
Chapter 1:- 1.5: Compressibility
β’ Compressibilityβ’ Incompressible (liquids): π = constantβ’ Compressible (gases): π β constant
β’ Bulk Modulus (π·)β’ Fluid property that characterizes compressibility, N/m2
β’ A measure of how resistant to compression a substance is.β’ Ratio of the infinitesimal pressure increase to the resulting relative decrease of the volume.
β’ Mach number (M)β’ Ratio of fluid velocity (v) to the speed of sound or acoustic velocity (C) in a fluid.β’ Dimensionless number to identify fluid compressibility (M<0.2 incompressible).
Dr. HA Maddah 21
β
Chapter 1:- 1.6: Surface Tension
β’ Capillary effectsβ’ Forces Balance on a Wetting Liquid (Water) in a Tube
Dr. HA Maddah 22
Note that volume of water is equal to its mass since its
density is 1 g/cm3 = 1000 kg/m3
Chapter 2:- 2.1: Pressure Variation in a Static Fluid
β’ Specific gravity (S.G.)β’ Every material has a specific gravity value (e.g. S.G.Hg = 13.6).β’ π: Density (kg/m3) or (Ibm/ft3), ππ―ππΆ = 1000 kg/m3 = 62.4 Ibm/ft3
β’ One can get β¦ ππ―π= S.G.Hg x ππ»2π = 13600 kg/m3
β’ Conversions:β’ Inch β ft , Γ·12β’ In2 β ft2 , Γ·144β’ psi (Ibf/in2) β Ibf/ft2 , x144β’ 1 atm = 1.013x105 Pa (N/m2) = 14.7x144 Ibf/ft2
β’ 1 atm = 14.7 psiβ’ 32.2 Ibm ft/s2 = Ibf
Dr. HA Maddah 23
π. π. =π
ππππ
x1000
x106
x105
x1.013x105
kPa
MPa
Bar
atm
Pa
Chapter 2:- 2.1: Pressure Variation in a Static Fluid
β’ Pressure = Force/Area = F/A , In Pascal (Pa = N/m2)β’ The pressure increases when going downwards (+).
β’ The pressure decreases when going upwards (β).
β’ The pressure is constant horizontally.
β’ in P=πgh, always keep gc in the denominator. β
β’ In SI system, gc=1 (kg) (m)/(N) (s)2 , g=9.8 m/s2 β g/gc=9.8 N/kg
β’ In AE system, gc=32.2 (Ibm) (ft)/(Ibf) (s2), g=32.2 ft/s2
β g/gc=1 Ibf/Ibm
β’ Example, Find PA β PB in the following β¦
Dr. HA Maddah 24
π =πππ
ππ
Chapter 2:- 2.4: Buoyancy
β’ Buoyancy is the force that causes objects to float.
β’ An upward force exerted by a fluid that opposes the weight of a partially or fully immersed object.
β’ Buoyancy is caused by the differences in pressure acting on opposite sides of an object immersed in a static fluid.
In Equilibrium:
β’ Buoyancy force (N) = Weight force (N) β Fb=W
1. If W > Fb: Body will be completely immersed.
2. If W < Fb: Body floats on top or might be submerged.
Dr. HA Maddah 25
gc gc
=
Chapter 2:- 2.4: Buoyancy
β’ For a body submerged in a fluid with density, the resultant force (F) holds the body in equilibrium.
β’ Use given fluid S.G. to get density according to fluid temperature.
β’ The resultant force F is composed of two parts:
β’ Archimedes principle: The body experiences an upward force equal to the weight of the displaced fluid.
Dr. HA Maddah 26
(W)
(Fb)
V: volume of the body.
Chapter 4:- 4.1: Integral Relation {Conservation of Mass: Control-Volume Approach}
β’ From the net outward flow of mass across the control surface, or the net mass efflux from the control volume.
β’ Positive (+): Net efflux
β’ Negative (β): Net influx
β’ Zero (0): Constant mass within the C.V.
β’ Rate of accumulation:
β’ Thus, integral expression (mass balance over C.V.) β¦
Dr. HA Maddah 27
Chapter 4:- 4.1: Integral Relation {Conservation of Mass: Control-Volume Approach}
β’ Flowrates:
Volumetric flowrate = αΆπ [m3/s = ft3/s]
A=area [m2]
v=velocity [m/s]
Mass flowrate = αΆπ [kg/s = Ibm/s]
π=density [kg/m3]
A=area [m2]
v=velocity [m/s]
Dr. HA Maddah 28
αΆπ = ππ¨
αΆπ = π αΆπ = πππ¨
Chapter 4:- 4.2: Specific Forms of the Integral Expression
β’ With such assumption β¦ the integral expression can be simplified,
β’ Steady flow β C.V.=0 , (since π
ππ‘= 0 and t ββ)
β’ Incompressible β π=constant
β’ vβn sign from n (outward) and v directions:
Input: π=180Β° β vβn = βv1 (opposite)
Output: π=0Β° β vβn = +v2 (Similar)
Dr. HA Maddah 29
Density can be taken out of integration, cancelled if C.V.=0
n: normal vector (perpendicular)
n nv1 v2
Chapter 5:- 5.1: Integral Relation for Linear Momentum
β’ Newtonβs 2nd Law of Motion:βThe time rate of change of momentum of a system is equal to the net force acting on the
system and takes place in the direction of the net force.β
β’ What is momentum? Momentum= mv = mass*velocity
β’ The control volume approach:
Divide system into 3 parts I, II, III as the following β¦β’ Region I is occupied by the system only at time t.β’ Region II is occupied by the system at t + βt. β’ Region III is common to the system both at t and at t + βt.
Dr. HA Maddah 30
Chapter 5:- 5.1: Integral Relation for Linear Momentum
Dr. HA Maddah 31
[overall linear-momentum balance for a control volume]βIntegral form of Momentum Theoremβ
Note: v=velocity , V=volume
β’ In Rectangular coordinates β¦
Single-Vector Equations ..
Assumptions: as before,
Steady state (St. St.) βπ
ππ‘=0
Incompressible β π=constant
Chapter 5:- 5.1: Integral Relation for Linear Momentum
Dr. HA Maddah 32
β’ Signs of velocity components and scalar product in the C.S.
[in (β) , out (+)] , based on the n-vector analysis and similar/opposite directionsβ normal vector (n) is always coming outward of a plane.
Sign is based on axis direction and can analyzed if velocity inclined to an angle β¦
Similarly, for F β its sign is based on axis and the force can be analyzed analytically with (sin) or (cos) of the given angle.
+
+
β
β
x
y
πx
v
v cosπ½
v sπ’π§π½
Chapter 5:- 5.1: Integral Relation for Linear Momentum
Dr. HA Maddah 33Note: v=velocity , V=volume
β’ Analysis of inclined velocity or force components from the given angle ..
π
v
v cosπ½
v sπ’π§π½
π
F
F sinπ½
F cosπ½
Chapter 5:- 5.1: Integral Relation for Linear Momentum
Dr. HA Maddah 34
β’ Important notes for problem solving:1. Define the C.V. carefully before start solving.
2. Solve accordingly and choose the easiest path.
3. Remember that F and v (not with normal vector) can be analyzed.
4. If pressure given, F=PA .. and remember that pressure is always an inward force.
5. Use αΆπ£ = π£1π΄1 = π£2π΄2 [m3/s] to check your solution correctness.
6. Use αΆπ = π1 αΆπ£1 = π2 αΆπ£2 [kg/s] to check your solution correctness.
7. Weights are always downward forces (e.g. water or pipe weight)
F=w=mg/gc
8. Gauge (relative) vs. absolute pressure: Pabs = Pgauge + Patm
(P can also be angled)n: normal vector (perpendicular)
n nP1A1 P2A2
Chapter 5:- Magnitude of a Vector
Dr. HA Maddah 35
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