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IOSR Journal of Mechanical and Civil Engineering (IOSR-JMCE)
e-ISSN: 2278-1684,p-ISSN: 2320-334X, Volume 12, Issue 6 Ver. II (Nov. - Dec. 2015), PP 01-07
www.iosrjournals.org
DOI: 10.9790/1684-12620107 www.iosrjournals.org 1 | Page
The Interaction Forces between Two Identical Cylinders Spinning
around their Stationary and ParallelAxes in an IdealFluid
Abdullah Baz1,
Salman M. Al-Kasimi2
Assistant Professor College of Computer and Information System
UQU, Saudi Arabia
Associate Professor the Research Institute UQU, Saudi Arabia
Abstract: This paper derives the equations that describe the interaction forcesbetween two identical cylinders
spinningaround their stationary and parallel axes in a fluid that isassumed to be in-viscous, steady, in-vortical,
and in-compressible. The paper starts by deriving the velocity field from Laplace equation,governing this
problem,and the system boundary conditions. It then determines the pressure field from the velocity field using
Bernoulli equation. Finally, the paper integrates the pressure around either cylinder-surface to find the force
acting on its axis.All equations and derivationsprovided in this paper are exact solutions. No numerical
analysesor approximations are used.The paper finds that such identical cylinders repel or attract each other in
inverse relation with separation between their axes, according to similar or opposite direction of rotation,
respectively.
Keywords: Rotating identical cylinders, ideal fluid, Laplace equation,velocity field,Bernoulli equation,
pressure, force, inverse law, repulsion, attraction.
I. Introduction
Determining the force acting on an objectdue to its existence in a fluid is an important topic, and has
several important applications. One of these applications is evaluating the lift force acting on an aeroplane wing
due to the flow of the air. The solution to such a problem might be analytical or numerical, depending upon the
complexity of the system and the required level of accuracy of the solution. Cylindrical Objects in fluid-flows
constitute one category of such problems and have vast applications.
According to the literature reviewed, several such systems have already been studied both numerically
and analytically,while other systems have attracted no attention. An example ofsuch studiedsystems[1]is the lift
force acting on a cylinder rollingin aflow. Another example[2] is the interaction forces between two concentric
cylinders with fluid internal and/or external to them. A third example[3]is the interaction forces between two
cylinders rotating around two parallel floating axes. No study to the knowledge of both authors has been done
on the interaction forceswhen the two parallel axes are fixed.
This paper is dedicated to find the interaction forcesbetween two identical cylindersspinning in an ideal
fluid (in-viscous, steady, in-vortical, andin-compressible);when their two parallel axes of rotation are made
fixed.These forces act on both axes. The system has never been studied before. For simplicity, the cylinders are
assumed infinitely long, so asto have a two-dimensional problem in 𝑥𝑦-plane, where rotational axes are parallel
to the ignored 𝑧-axis.
II. Problem Statement
Fig.1 shows the top view of the system targeted by this paper. It depictstwo identical circles (for the
two identical cylinders)of radius 𝑅. The distance between the two centres (for the two axes) is:2𝑎, where:
𝑎 > 𝑅.
Fig.1: Top view of the system targeted by this paper
The Interaction Forces between Two Identical Cylinders Spinning around their Stationary...
DOI: 10.9790/1684-12620107 www.iosrjournals.org 2 | Page
Each circle (cylinder) is rotating around its centre (axis) with a fixed angular velocity,𝜔, in a fluid that
is in-viscous, steady, in-vortical, and in-compressible. The aim of the paper is to derive the exact equations
describing the forcesboth cylindersexert on their fixed axes after the entire system reached steady state.
The next section uses the Laplace equation[4]governing such problems, to find the velocity field of the
fluid, satisfying its boundary conditions, which are:
1. the velocity of the fluid at the circle (i.e. the surface of the cylinder)is tangential to it, with a magnitude
of: 𝜔 ∙ 𝑅; and:
2. the velocity of the fluid at infinity is zero.
III. Fluid Velocity
As the governing Laplace equation is linear, super-position can be applied to simplify the solution.
Considering Cylinder-A alone,the steady-state fluid-velocity vector:
𝑉𝐴 𝑥, 𝑦 = 𝑉𝐴 𝑥 𝑥, 𝑦 , 𝑉𝐴 𝑦 𝑥, 𝑦 ,(1)
isknown [5] to be as shown in Fig.2, where its two components are givenby:
𝑉𝐴 𝑥 𝑥, 𝑦 = −𝜔 ∙ 𝑅2
∙
𝑦
𝑥2+𝑦2
, and:(2)
𝑉𝐴 𝑦 𝑥, 𝑦 = 𝜔 ∙ 𝑅2
∙
𝑥
𝑥2+𝑦2
, provided:(3)
𝑥2
+ 𝑦2
> 𝑅2
.
These velocity equations satisfyboth boundary conditions mentioned above. Furthermore, the velocity
of the fluid due to the spinning of Cylinder-Ais seen to be directly proportional to 𝜔, and inversely proportional
tothe distance from the cylinder axis;i.e. the further from cylinder axis, the slower the fluid is.
Considering Cylinder-B alone, the steady-state fluid-velocity vector:
𝑉𝐵 𝑥, 𝑦 = 𝑉𝐵𝑥 𝑥, 𝑦 , 𝑉𝐵𝑦 𝑥, 𝑦 ,(4)
can be obtained from Eqs.2&3 (with a positive shift of: 2𝑎, along the 𝑥-axis) as:
𝑉𝐵𝑥 𝑥, 𝑦 = −𝜔 ∙ 𝑅2
∙
𝑦
𝑥−2𝑎 2+𝑦2
, and:(5)
𝑉𝐵𝑦 𝑥, 𝑦 = 𝜔 ∙ 𝑅2
∙
𝑥−2𝑎
𝑥−2𝑎 2+𝑦2
, provided:(6)
(𝑥 − 2𝑎)2
+ 𝑦2
> 𝑅2
.
Fig.2: The velocity field of the ideal fluid due to the spinning of Cylinder-A
The Interaction Forces between Two Identical Cylinders Spinning around their Stationary...
DOI: 10.9790/1684-12620107 www.iosrjournals.org 3 | Page
Hence, applying super-position;the fluid velocity for the system of two cylinders shown in Fig.1, can
be found using Eqs.1-6 as:
𝑉 𝑥, 𝑦 = 𝑉𝐴 𝑥, 𝑦 + 𝑉𝐵 𝑥, 𝑦 = 𝑉𝑥 𝑥, 𝑦 , 𝑉𝑦 𝑥, 𝑦 ,where:(7)
𝑉𝑥 𝑥, 𝑦 = 𝑉𝐴 𝑥 𝑥, 𝑦 + 𝑉𝐵𝑥 𝑥, 𝑦 = −𝜔 ∙ 𝑅2
∙
𝑦
𝑥2+𝑦2
+
𝑦
𝑥−2𝑎 2+𝑦2
, and:(8)
𝑉𝑦 𝑥, 𝑦 = 𝑉𝐴 𝑦 𝑥, 𝑦 + 𝑉𝐵𝑦 𝑥, 𝑦 = 𝜔 ∙ 𝑅2
∙
𝑥
𝑥2+𝑦2
+
𝑥−2𝑎
𝑥−2𝑎 2+𝑦2
,provided:(9)
𝑥2
+ 𝑦2
> 𝑅2
, and: (𝑥 − 2𝑎)2
+ 𝑦2
> 𝑅2
; i.e. where fluid exists outside both cylinders.
The above fluid-velocity is plotted as shown in Fig.3 below.The next section uses the fluid velocity and
Bernoulli equation to obtain the pressure field.
Fig.3: The velocity field of the ideal fluid due to the spinning of Cylinder-A and Cylinder-B in the same
direction around their stationary and parallel axes
IV. Fluid Pressure
In this section, the pressure at the boundary of either cylinder is derived, in readiness to find the force
exerted on its axes. Ignoring the effect of the gravitational force in the fluid, Bernoulli equation relates the
pressure magnitude, 𝑃 𝑥, 𝑦 , to the velocity field, 𝑉 𝑥, 𝑦 , as:
𝑃(𝑥, 𝑦) +
1
2
𝜌 ∙ 𝑉(𝑥, 𝑦) 2
= 𝐶𝑜𝑛𝑠𝑡𝑎𝑛𝑡, where: 𝜌 is the density of the fluid. (10)
The above equation can be read as:the summation of both static and dynamic pressures is constant
everywhere in the fluid. In this respect, it is the square of the magnitude of the fluid velocity, |𝑉 𝑥, 𝑦 |², is what
really matters for the fluid pressure.
Applying Eq.10 at Cylinder-A border & infinity (where velocity diminishes), then:
𝑃𝐴(𝑥, 𝑦) +
𝜌
2
∙ 𝑉(𝑥, 𝑦) @ 𝐶𝑦𝑙𝑖𝑛𝑑𝑒𝑟 −𝐴 𝑏𝑜𝑢𝑛𝑑𝑎𝑟𝑦
2
= 𝑃∞, where:
𝑃𝐴(𝑥, 𝑦): is the pressure at Cylinder-A boundary, and:
𝑃∞: is the fluid pressure at ∞. Hence:
𝑃𝐴 𝑥, 𝑦 = 𝑃∞ −
𝜌
2
∙ 𝑉(𝑥, 𝑦) @ 𝐶𝑦𝑙𝑖𝑛𝑑𝑒𝑟 −𝐴 𝑏𝑜𝑢𝑛𝑑𝑎𝑟𝑦
2
.Using Eq.7, then:
The Interaction Forces between Two Identical Cylinders Spinning around their Stationary...
DOI: 10.9790/1684-12620107 www.iosrjournals.org 4 | Page
𝑃𝐴 𝑥, 𝑦 = 𝑃∞ −
𝜌
2
∙ 𝑉2
𝑥 𝑥, 𝑦 + 𝑉2
𝑦 𝑥, 𝑦
@ 𝐶𝑦𝑙𝑖𝑛𝑑𝑒𝑟 −𝐴 𝑏𝑜𝑢𝑛𝑑𝑎𝑟𝑦
.
This is simplified using Eqs.8&9with: 𝑥2
+ 𝑦2
= 𝑅2
to:
𝑃𝐴 𝑥, 𝑦 = 𝑃∞ −
𝜌∙𝜔2∙𝑅4
2
∙
𝑦
𝑅2
+
𝑦
𝑅2−4𝑎∙𝑥+4𝑎²
2
+
𝑥
𝑅2
+
𝑥−2𝑎
𝑅2−4𝑎∙𝑥+4𝑎2
2
.
This is reduced with: 𝑥2
+ 𝑦2
= 𝑅2
to:
𝑃𝐴 𝑥, 𝑦 = 𝑃∞ −
𝜌∙𝜔2∙𝑅2
2
∙ 1 +
3𝑅2−4𝑎∙𝑥
𝑅2−4𝑎∙𝑥+4𝑎²
,where: 𝑥 ∈ Circle-𝐴.
Converting to polar coordinates, with: 𝑥 = 𝑅 ∙ cos 𝜃, then:
𝑃𝐴 𝑥, 𝑦 = 𝑃𝐴 𝜃 = 𝑃∞ −
𝜌∙𝜔2∙𝑅2
2
∙ 1 +
3𝑅2−4𝑎∙𝑅∙cos 𝜃
𝑅2−4𝑎∙𝑅∙cos 𝜃+4𝑎²
, 𝜃 ∈ 0,2𝜋 .(11)
𝑃𝐴 𝜃 is seen to be symmetrical about the𝑥-axis.
V. Force Acting on the Rotational Axis of Cylinder-A
The fluid pressure,𝑃𝐴 𝜃 ,expressed by Eq.11 is acting perpendicular to the surface of Cylinder-A as
shown in Fig.4, and can be seen to cause infinitesimal repelling force, 𝑑𝐹𝐴 𝜃 , in the same direction, given by:
𝑑𝐹𝐴 𝜃 = 𝑃𝐴 𝜃 ∙ 𝐿 ∙ 𝑅 ∙ 𝑑𝜃, where:
𝐿: is the Length of either cylinder, which is assumed to be infinitely long.
Fig.4: Top view of Cylinder-A showing fluid pressure
Decomposing: 𝑑𝐹𝐴 𝜃 into two components, and ignoring its y-component due to the symmetry of
𝑃𝐴 𝜃 about the 𝑥-axis; then:
𝑑𝐹𝐴 𝑥 𝜃 = −𝑃𝐴 𝜃 ∙ 𝐿 ∙ 𝑅 ∙ cos 𝜃 ∙ 𝑑𝜃.(12)
Integrating 𝑑𝐹𝐴 𝑥 𝜃 around Circle-A (the surface of Cylinder-A) yields the force, 𝐹, exerted on the
axis of rotation of Cylinder-A. Hence:
𝐹 = 𝑑𝐹𝐴 𝑥 𝜃
2𝜋
0
. This is expressed using Eqs.11&12, as:
𝐹 = −𝐿 ∙ 𝑅 𝑃∞ −
𝜌∙𝜔2∙𝑅2
2
∙ 1 +
3𝑅2−4𝑎∙𝑅∙cos 𝜃
𝑅2−4𝑎∙𝑅∙cos 𝜃+4𝑎²
∙ cos 𝜃 ∙ 𝑑𝜃
2𝜋
0
.
The first two of the above three integrandswill integrate to zero, leaving 𝐹as:
𝐹 =
1
2
∙ 𝜌 ∙ 𝐿 ∙ 𝜔2
∙ 𝑅4
∙ 𝐼, where:(13)
𝐼 =
3𝑅−4𝑎∙cos 𝜃
𝑅2−4𝑎∙𝑅∙cos 𝜃+4𝑎²
∙ cos 𝜃 ∙ 𝑑𝜃
2𝜋
0
.
The Interaction Forces between Two Identical Cylinders Spinning around their Stationary...
DOI: 10.9790/1684-12620107 www.iosrjournals.org 5 | Page
VI. Solving the Integral
The integral, 𝐼, can be solved [6] by usingthe complex transformation:
𝑧 = 𝑒 𝑖𝜃
= cos 𝜃 + 𝑖 ∙ sin 𝜃, where: 𝑖 = −1, 𝑖2
= −1, 𝑑𝜃 =
𝑑𝑧
𝑖𝑧
,and:
cos 𝜃 =
𝑧+
1
𝑧
2
=
𝑧2+1
2𝑧
;
whereby it converts to an integral over the closed contour, 𝐶, of the unit circle: 𝑧 = 1, in the complex 𝑧-plane.
Hence, removing𝜃:
𝐼 =
3𝑅−4𝑎∙cos 𝜃
𝑅2+4𝑎²−4𝑎∙𝑅∙cos 𝜃
∙ cos 𝜃 ∙ 𝑑𝜃
2𝜋
0
=
3𝑅−4𝑎∙
𝑧2+1
2𝑧
𝑅2+4𝑎2−4𝑎∙𝑅∙
𝑧2+1
2𝑧
∙
𝑧2+1
2𝑧
∙
𝑑𝑧
𝑖𝑧𝐶
.
This is simplified to:
𝐼 =
−𝑖
2
2𝑎∙𝑧4−3𝑅∙𝑧3+4𝑎∙𝑧2−3𝑅∙𝑧+2𝑎
𝑧2 2𝑎∙𝑅∙𝑧2− 𝑅2+4𝑎2 ∙𝑧+2𝑎∙𝑅
∙ 𝑑𝑧𝐶
,and can be expressed as:
𝐼 =
−𝑖
4𝑎∙𝑅
2𝑎∙𝑧4−3𝑅∙𝑧3+4𝑎∙𝑧2−3𝑅∙𝑧+2𝑎
𝑧2∙ 𝑧−𝛼 ∙ 𝑧−𝛽
∙ 𝑑𝑧𝐶
,where: 𝛼 and: 𝛽 are the roots of:
2𝑎 ∙ 𝑅 ∙ 𝑧2
− 𝑅2
+ 4𝑎2
∙ 𝑧 + 2𝑎 ∙ 𝑅 = 0, given by:
𝛼 =
𝑅
2𝑎
,and:
(14)
𝛽 =
2𝑎
𝑅
=
1
𝛼
.
(15)
Noting that:𝑎 > 𝑅, then: 𝛼 < 1, and is inside 𝐶, while: 𝛽 > 1 , and is outside 𝐶.Hence, the
integrand in 𝐼 has three poles within 𝐶, two at the origin and one at 𝛼.
Using Cauchy Theorem in complex integrals[6], 𝐼 is found as:
𝐼 =
−𝑖
4𝑎∙𝑅
∙ 2𝜋 ∙ 𝑖 ∙
2𝑎∙𝑧4−3𝑅∙𝑧3+4𝑎∙𝑧2−3𝑅∙𝑧+2𝑎
𝑧−𝛼 ∙ 𝑧−𝛽
′
@𝑧=0
+
2𝑎∙𝑧4−3𝑅∙𝑧3+4𝑎∙𝑧2−3𝑅∙𝑧+2𝑎
𝑧2∙ 𝑧−𝛽 @𝑧=𝛼
.This gives:
𝐼 =
𝜋
2𝑎∙𝑅
∙
−3𝑅∙𝛼∙𝛽+2𝑎∙ 𝛼+𝛽
𝛼2∙𝛽2
+
2𝑎∙𝛼4−3𝑅∙𝛼3+4𝑎∙𝛼2−3𝑅∙𝛼+2𝑎
𝛼2∙ 𝛼−𝛽
.Removing𝛽using Eq.15, this becomes:
𝐼 =
𝜋
2𝑎∙𝑅
∙ −3𝑅 + 2𝑎 ∙
𝛼2+1
𝛼
+
2𝑎∙𝛼4−3𝑅∙𝛼3+4𝑎∙𝛼2−3𝑅∙𝛼+2𝑎
𝛼∙ 𝛼2−1
.
Substituting for:𝛼using Eq.14, and simplifying gives: 𝐼 = −
2𝜋
𝑎
∙
2𝑎2−𝑅2
4𝑎2−𝑅2
.
Hence, putting this, in Eq.13, and simplifying gives:
𝐹 = −
𝜋∙𝜌∙𝐿∙𝜔2∙𝑅4
𝑎
∙
2𝑎2−𝑅2
4𝑎2−𝑅2
, remembering that: 𝑎 > 𝑅. (16)
The negative sign means that the fluid actually repels Cylinder-A away from Cylinder-B.
VII. InterpretingThe Repulsion Force
Considering: a, to be given as: 𝑎 = 𝑛 ∙ 𝑅,then: 𝑎 > 𝑅, implies that: 𝑛 > 1;and Eq.16 for
the force, 𝐹, can be simplified to:
𝐹 = −
𝑅
2𝑎
∙
𝑛2−0.5
𝑛2−0.25
∙ 𝑃 =
−1
2𝑛
∙
𝑛2−0.5
𝑛2−0.25
∙ 𝑃, where: 𝑛 > 1; and:
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𝑃 = 𝜋 ∙ 𝜌 ∙ 𝐿 ∙ 𝜔2
∙ 𝑅3
.
(17)
When the two identical cylinders are made very near to each other, then: 𝑛 = 1+
,and the
repulsion force is:𝐹1, given as:
𝐹1 = −
𝑃
3
= −0.33333𝑃.
The maximum repulsion, 𝐹𝑝, can be found to occur at:𝑛 =
5+ 17
8
= 1.06789, with value of:
𝐹𝑝 = −0.33675𝑃.
As the gap between the two identical cylinders ismade: 2𝑅, then:𝑛 = 2,and the repulsion force
is reduced to:𝐹2, given as:
𝐹2 = −
7𝑃
30
= −
7
15
∙
𝑅∙𝑃
𝑎
= −0.23333𝑃.
When gap is made: 4𝑅, then:𝑛 = 3,and the repulsion force is reduced to: 𝐹3, given as:
𝐹3 = −
17𝑃
105
= −
17
35
∙
𝑅∙𝑃
𝑎
= −0.16190𝑃.
When gap is made:6𝑅, then:𝑛 = 4,and the repulsion force is reduced to: 𝐹4, given as:
𝐹4 = −
31𝑃
252
= −
31
63
∙
𝑅∙𝑃
𝑎
= −0.12302𝑃.
As the two identical cylinders are spaced far enough (𝑛 > 4) of each other, then the repulsion force
goes asymptotically to:
𝐹𝑛 = −
𝑃
2𝑛
= −
𝑅∙𝑃
2𝑎
.
This is an inverse relationship with the separation between axes of rotation, i.e. the identical cylinders rotating in
the same directiontend to repel each other in inverse law with respect to their axial separation.
VIII. Effect of Opposing Direction
When Cylinder-B spins differentlyto Cylinder-A, namely in the negative sense, the fluid-velocity can
be plotted as shown in Fig.5 below.
Fig.5: The velocity field of the ideal fluid due to the spinning of Cylinder-A and Cylinder-B in different
directionsaround their stationary and parallel axes
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A similar treatment as above, gives the fluid force acting on the axis of Cylinder-A, as:
𝐹 =
𝜋∙𝜌∙𝐿∙𝜔2∙𝑅4
𝑎
∙
2𝑎2
4𝑎2−𝑅2
, remembering: 𝑎 > 𝑅. Using Eq.17, this can be simplified to:
𝐹 =
𝑅
2𝑎
∙
𝑎2
𝑎2−0.25𝑅2
∙ 𝑃 =
𝑅
2𝑎
∙
𝑛2
𝑛2−0.25
∙ 𝑃 =
1
2𝑛
∙
𝑛2
𝑛2−0.25
∙ 𝑃 , where: 𝑛 > 1.
This is an attraction force, reduced asymptotically for far enough spacing (𝑛 > 4), to:
𝐹𝑛 =
𝑃
2𝑛
=
𝑅∙𝑃
2𝑎
.
This is also an inverse relationship with the separation between axes of rotation. Since both cylinders are
identical, thenthe results obtained are valid for both of them.
IX. Conclusion
This paper derived the force acting on twoidentical cylinders spinning atconstant angular velocity
around their stationary and parallel axes in anin-viscid, steady,in-vortical, and in-compressible fluid.The
obtained equations showed that each cylinder axis,in such a system,experiences a repelling or attracting force
according to similar or opposite sense of rotation respectively.The magnitude of that force is inversely
proportional to the separation between the axes. It is also proportional to the density of the fluid, the cylinder
volume, its radius, and the product of the two angular velocities of the cylinders.
Nomenclature:
This section summarizes the symbols used in the paper in alphabetical order as follows:
𝜌: Density of the fluid
𝜔: Angular speed of spinning of either cylinder
𝑎: Half the distance between axes of cylinders
𝑑𝐹𝐴 𝜃 :Infinitesimal force acting on Cylinder-A
𝑑𝐹𝐴 𝑥 𝜃 : Component of:𝑑𝐹𝐴 𝜃 along the 𝑥-axis
𝐹: Interaction force acting on the axle of Cylinder-A
𝐹1: Value of: F when both cylinders are about to touch each other
𝐹2: Value of: F when both cylinders are spaced2𝑅 apart
𝐹3: Value of: F when both cylinders are spaced4𝑅 apart
𝐹4: Value of: F when both cylinders are spaced6𝑅 apart
𝐹𝑝: Peak value of: F
𝐿: Length of either cylinder
𝑃(𝑥, 𝑦): Pressure magnitude of the fluid
𝑃∞: Pressure magnitude of the fluidat ∞
𝑃𝐴 𝑥, 𝑦 : Pressuremagnitude of the fluidat Cylinder-A boundary in 𝑥y-coordinates
𝑃𝐴(𝜃): Pressure magnitude of the fluidat Cylinder-A boundary in 𝑟𝜃-coordinates
R: Radius of either cylinder
𝑉 𝑥, 𝑦 : Velocity vector of the fluid due to the spinning of both cylinders
𝑉𝑥 𝑥, 𝑦 :Component of: 𝑉 𝑥, 𝑦 along the 𝑥-axis
𝑉𝑦 𝑥, 𝑦 :Component of: 𝑉 𝑥, 𝑦 along the 𝑦-axis
𝑉𝐴 𝑥, 𝑦 : Velocity vector of the fluid due to the spinning of Cylinder-A
𝑉𝐴 𝑥 𝑥, 𝑦 : Component of: 𝑉𝐴 𝑥, 𝑦 along the 𝑥-axis
𝑉𝐴 𝑦 𝑥, 𝑦 : Component of: 𝑉𝐴 𝑥, 𝑦 along the 𝑦-axis
𝑉𝐵 𝑥, 𝑦 : Velocity vector of the fluid due to the spinning of Cylinder-B
𝑉𝐵𝑥 𝑥, 𝑦 : Component of: 𝑉𝐵 𝑥, 𝑦 along the 𝑥-axis
𝑉𝐵𝑦 𝑥, 𝑦 : Component of: 𝑉𝐵 𝑥, 𝑦 along the 𝑦-axis
References
[1]. Fluid Mechanics: An Introduction, E. Rathakrishnan, 3rd
edition. 2012.
[2]. Fluid Mechanics for Engineers: A Graduate Textbook, M. T. Schobeiri, 2010.
[3]. Hydrodynamics, Sir H. Lamb, 1945.
[4]. Solutions of Laplace’s Equation, D. R. Bland, 1961.
[5]. Vortex Dynamics, P. G. Saffman, 1995.
[6]. Complex Integration and Cauchy's Theorem, G. N. Watson, 2012.

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The Interaction Forces between Two Identical Cylinders Spinning around their Stationary and ParallelAxes in an IdealFluid

  • 1. IOSR Journal of Mechanical and Civil Engineering (IOSR-JMCE) e-ISSN: 2278-1684,p-ISSN: 2320-334X, Volume 12, Issue 6 Ver. II (Nov. - Dec. 2015), PP 01-07 www.iosrjournals.org DOI: 10.9790/1684-12620107 www.iosrjournals.org 1 | Page The Interaction Forces between Two Identical Cylinders Spinning around their Stationary and ParallelAxes in an IdealFluid Abdullah Baz1, Salman M. Al-Kasimi2 Assistant Professor College of Computer and Information System UQU, Saudi Arabia Associate Professor the Research Institute UQU, Saudi Arabia Abstract: This paper derives the equations that describe the interaction forcesbetween two identical cylinders spinningaround their stationary and parallel axes in a fluid that isassumed to be in-viscous, steady, in-vortical, and in-compressible. The paper starts by deriving the velocity field from Laplace equation,governing this problem,and the system boundary conditions. It then determines the pressure field from the velocity field using Bernoulli equation. Finally, the paper integrates the pressure around either cylinder-surface to find the force acting on its axis.All equations and derivationsprovided in this paper are exact solutions. No numerical analysesor approximations are used.The paper finds that such identical cylinders repel or attract each other in inverse relation with separation between their axes, according to similar or opposite direction of rotation, respectively. Keywords: Rotating identical cylinders, ideal fluid, Laplace equation,velocity field,Bernoulli equation, pressure, force, inverse law, repulsion, attraction. I. Introduction Determining the force acting on an objectdue to its existence in a fluid is an important topic, and has several important applications. One of these applications is evaluating the lift force acting on an aeroplane wing due to the flow of the air. The solution to such a problem might be analytical or numerical, depending upon the complexity of the system and the required level of accuracy of the solution. Cylindrical Objects in fluid-flows constitute one category of such problems and have vast applications. According to the literature reviewed, several such systems have already been studied both numerically and analytically,while other systems have attracted no attention. An example ofsuch studiedsystems[1]is the lift force acting on a cylinder rollingin aflow. Another example[2] is the interaction forces between two concentric cylinders with fluid internal and/or external to them. A third example[3]is the interaction forces between two cylinders rotating around two parallel floating axes. No study to the knowledge of both authors has been done on the interaction forceswhen the two parallel axes are fixed. This paper is dedicated to find the interaction forcesbetween two identical cylindersspinning in an ideal fluid (in-viscous, steady, in-vortical, andin-compressible);when their two parallel axes of rotation are made fixed.These forces act on both axes. The system has never been studied before. For simplicity, the cylinders are assumed infinitely long, so asto have a two-dimensional problem in 𝑥𝑦-plane, where rotational axes are parallel to the ignored 𝑧-axis. II. Problem Statement Fig.1 shows the top view of the system targeted by this paper. It depictstwo identical circles (for the two identical cylinders)of radius 𝑅. The distance between the two centres (for the two axes) is:2𝑎, where: 𝑎 > 𝑅. Fig.1: Top view of the system targeted by this paper
  • 2. The Interaction Forces between Two Identical Cylinders Spinning around their Stationary... DOI: 10.9790/1684-12620107 www.iosrjournals.org 2 | Page Each circle (cylinder) is rotating around its centre (axis) with a fixed angular velocity,𝜔, in a fluid that is in-viscous, steady, in-vortical, and in-compressible. The aim of the paper is to derive the exact equations describing the forcesboth cylindersexert on their fixed axes after the entire system reached steady state. The next section uses the Laplace equation[4]governing such problems, to find the velocity field of the fluid, satisfying its boundary conditions, which are: 1. the velocity of the fluid at the circle (i.e. the surface of the cylinder)is tangential to it, with a magnitude of: 𝜔 ∙ 𝑅; and: 2. the velocity of the fluid at infinity is zero. III. Fluid Velocity As the governing Laplace equation is linear, super-position can be applied to simplify the solution. Considering Cylinder-A alone,the steady-state fluid-velocity vector: 𝑉𝐴 𝑥, 𝑦 = 𝑉𝐴 𝑥 𝑥, 𝑦 , 𝑉𝐴 𝑦 𝑥, 𝑦 ,(1) isknown [5] to be as shown in Fig.2, where its two components are givenby: 𝑉𝐴 𝑥 𝑥, 𝑦 = −𝜔 ∙ 𝑅2 ∙ 𝑦 𝑥2+𝑦2 , and:(2) 𝑉𝐴 𝑦 𝑥, 𝑦 = 𝜔 ∙ 𝑅2 ∙ 𝑥 𝑥2+𝑦2 , provided:(3) 𝑥2 + 𝑦2 > 𝑅2 . These velocity equations satisfyboth boundary conditions mentioned above. Furthermore, the velocity of the fluid due to the spinning of Cylinder-Ais seen to be directly proportional to 𝜔, and inversely proportional tothe distance from the cylinder axis;i.e. the further from cylinder axis, the slower the fluid is. Considering Cylinder-B alone, the steady-state fluid-velocity vector: 𝑉𝐵 𝑥, 𝑦 = 𝑉𝐵𝑥 𝑥, 𝑦 , 𝑉𝐵𝑦 𝑥, 𝑦 ,(4) can be obtained from Eqs.2&3 (with a positive shift of: 2𝑎, along the 𝑥-axis) as: 𝑉𝐵𝑥 𝑥, 𝑦 = −𝜔 ∙ 𝑅2 ∙ 𝑦 𝑥−2𝑎 2+𝑦2 , and:(5) 𝑉𝐵𝑦 𝑥, 𝑦 = 𝜔 ∙ 𝑅2 ∙ 𝑥−2𝑎 𝑥−2𝑎 2+𝑦2 , provided:(6) (𝑥 − 2𝑎)2 + 𝑦2 > 𝑅2 . Fig.2: The velocity field of the ideal fluid due to the spinning of Cylinder-A
  • 3. The Interaction Forces between Two Identical Cylinders Spinning around their Stationary... DOI: 10.9790/1684-12620107 www.iosrjournals.org 3 | Page Hence, applying super-position;the fluid velocity for the system of two cylinders shown in Fig.1, can be found using Eqs.1-6 as: 𝑉 𝑥, 𝑦 = 𝑉𝐴 𝑥, 𝑦 + 𝑉𝐵 𝑥, 𝑦 = 𝑉𝑥 𝑥, 𝑦 , 𝑉𝑦 𝑥, 𝑦 ,where:(7) 𝑉𝑥 𝑥, 𝑦 = 𝑉𝐴 𝑥 𝑥, 𝑦 + 𝑉𝐵𝑥 𝑥, 𝑦 = −𝜔 ∙ 𝑅2 ∙ 𝑦 𝑥2+𝑦2 + 𝑦 𝑥−2𝑎 2+𝑦2 , and:(8) 𝑉𝑦 𝑥, 𝑦 = 𝑉𝐴 𝑦 𝑥, 𝑦 + 𝑉𝐵𝑦 𝑥, 𝑦 = 𝜔 ∙ 𝑅2 ∙ 𝑥 𝑥2+𝑦2 + 𝑥−2𝑎 𝑥−2𝑎 2+𝑦2 ,provided:(9) 𝑥2 + 𝑦2 > 𝑅2 , and: (𝑥 − 2𝑎)2 + 𝑦2 > 𝑅2 ; i.e. where fluid exists outside both cylinders. The above fluid-velocity is plotted as shown in Fig.3 below.The next section uses the fluid velocity and Bernoulli equation to obtain the pressure field. Fig.3: The velocity field of the ideal fluid due to the spinning of Cylinder-A and Cylinder-B in the same direction around their stationary and parallel axes IV. Fluid Pressure In this section, the pressure at the boundary of either cylinder is derived, in readiness to find the force exerted on its axes. Ignoring the effect of the gravitational force in the fluid, Bernoulli equation relates the pressure magnitude, 𝑃 𝑥, 𝑦 , to the velocity field, 𝑉 𝑥, 𝑦 , as: 𝑃(𝑥, 𝑦) + 1 2 𝜌 ∙ 𝑉(𝑥, 𝑦) 2 = 𝐶𝑜𝑛𝑠𝑡𝑎𝑛𝑡, where: 𝜌 is the density of the fluid. (10) The above equation can be read as:the summation of both static and dynamic pressures is constant everywhere in the fluid. In this respect, it is the square of the magnitude of the fluid velocity, |𝑉 𝑥, 𝑦 |², is what really matters for the fluid pressure. Applying Eq.10 at Cylinder-A border & infinity (where velocity diminishes), then: 𝑃𝐴(𝑥, 𝑦) + 𝜌 2 ∙ 𝑉(𝑥, 𝑦) @ 𝐶𝑦𝑙𝑖𝑛𝑑𝑒𝑟 −𝐴 𝑏𝑜𝑢𝑛𝑑𝑎𝑟𝑦 2 = 𝑃∞, where: 𝑃𝐴(𝑥, 𝑦): is the pressure at Cylinder-A boundary, and: 𝑃∞: is the fluid pressure at ∞. Hence: 𝑃𝐴 𝑥, 𝑦 = 𝑃∞ − 𝜌 2 ∙ 𝑉(𝑥, 𝑦) @ 𝐶𝑦𝑙𝑖𝑛𝑑𝑒𝑟 −𝐴 𝑏𝑜𝑢𝑛𝑑𝑎𝑟𝑦 2 .Using Eq.7, then:
  • 4. The Interaction Forces between Two Identical Cylinders Spinning around their Stationary... DOI: 10.9790/1684-12620107 www.iosrjournals.org 4 | Page 𝑃𝐴 𝑥, 𝑦 = 𝑃∞ − 𝜌 2 ∙ 𝑉2 𝑥 𝑥, 𝑦 + 𝑉2 𝑦 𝑥, 𝑦 @ 𝐶𝑦𝑙𝑖𝑛𝑑𝑒𝑟 −𝐴 𝑏𝑜𝑢𝑛𝑑𝑎𝑟𝑦 . This is simplified using Eqs.8&9with: 𝑥2 + 𝑦2 = 𝑅2 to: 𝑃𝐴 𝑥, 𝑦 = 𝑃∞ − 𝜌∙𝜔2∙𝑅4 2 ∙ 𝑦 𝑅2 + 𝑦 𝑅2−4𝑎∙𝑥+4𝑎² 2 + 𝑥 𝑅2 + 𝑥−2𝑎 𝑅2−4𝑎∙𝑥+4𝑎2 2 . This is reduced with: 𝑥2 + 𝑦2 = 𝑅2 to: 𝑃𝐴 𝑥, 𝑦 = 𝑃∞ − 𝜌∙𝜔2∙𝑅2 2 ∙ 1 + 3𝑅2−4𝑎∙𝑥 𝑅2−4𝑎∙𝑥+4𝑎² ,where: 𝑥 ∈ Circle-𝐴. Converting to polar coordinates, with: 𝑥 = 𝑅 ∙ cos 𝜃, then: 𝑃𝐴 𝑥, 𝑦 = 𝑃𝐴 𝜃 = 𝑃∞ − 𝜌∙𝜔2∙𝑅2 2 ∙ 1 + 3𝑅2−4𝑎∙𝑅∙cos 𝜃 𝑅2−4𝑎∙𝑅∙cos 𝜃+4𝑎² , 𝜃 ∈ 0,2𝜋 .(11) 𝑃𝐴 𝜃 is seen to be symmetrical about the𝑥-axis. V. Force Acting on the Rotational Axis of Cylinder-A The fluid pressure,𝑃𝐴 𝜃 ,expressed by Eq.11 is acting perpendicular to the surface of Cylinder-A as shown in Fig.4, and can be seen to cause infinitesimal repelling force, 𝑑𝐹𝐴 𝜃 , in the same direction, given by: 𝑑𝐹𝐴 𝜃 = 𝑃𝐴 𝜃 ∙ 𝐿 ∙ 𝑅 ∙ 𝑑𝜃, where: 𝐿: is the Length of either cylinder, which is assumed to be infinitely long. Fig.4: Top view of Cylinder-A showing fluid pressure Decomposing: 𝑑𝐹𝐴 𝜃 into two components, and ignoring its y-component due to the symmetry of 𝑃𝐴 𝜃 about the 𝑥-axis; then: 𝑑𝐹𝐴 𝑥 𝜃 = −𝑃𝐴 𝜃 ∙ 𝐿 ∙ 𝑅 ∙ cos 𝜃 ∙ 𝑑𝜃.(12) Integrating 𝑑𝐹𝐴 𝑥 𝜃 around Circle-A (the surface of Cylinder-A) yields the force, 𝐹, exerted on the axis of rotation of Cylinder-A. Hence: 𝐹 = 𝑑𝐹𝐴 𝑥 𝜃 2𝜋 0 . This is expressed using Eqs.11&12, as: 𝐹 = −𝐿 ∙ 𝑅 𝑃∞ − 𝜌∙𝜔2∙𝑅2 2 ∙ 1 + 3𝑅2−4𝑎∙𝑅∙cos 𝜃 𝑅2−4𝑎∙𝑅∙cos 𝜃+4𝑎² ∙ cos 𝜃 ∙ 𝑑𝜃 2𝜋 0 . The first two of the above three integrandswill integrate to zero, leaving 𝐹as: 𝐹 = 1 2 ∙ 𝜌 ∙ 𝐿 ∙ 𝜔2 ∙ 𝑅4 ∙ 𝐼, where:(13) 𝐼 = 3𝑅−4𝑎∙cos 𝜃 𝑅2−4𝑎∙𝑅∙cos 𝜃+4𝑎² ∙ cos 𝜃 ∙ 𝑑𝜃 2𝜋 0 .
  • 5. The Interaction Forces between Two Identical Cylinders Spinning around their Stationary... DOI: 10.9790/1684-12620107 www.iosrjournals.org 5 | Page VI. Solving the Integral The integral, 𝐼, can be solved [6] by usingthe complex transformation: 𝑧 = 𝑒 𝑖𝜃 = cos 𝜃 + 𝑖 ∙ sin 𝜃, where: 𝑖 = −1, 𝑖2 = −1, 𝑑𝜃 = 𝑑𝑧 𝑖𝑧 ,and: cos 𝜃 = 𝑧+ 1 𝑧 2 = 𝑧2+1 2𝑧 ; whereby it converts to an integral over the closed contour, 𝐶, of the unit circle: 𝑧 = 1, in the complex 𝑧-plane. Hence, removing𝜃: 𝐼 = 3𝑅−4𝑎∙cos 𝜃 𝑅2+4𝑎²−4𝑎∙𝑅∙cos 𝜃 ∙ cos 𝜃 ∙ 𝑑𝜃 2𝜋 0 = 3𝑅−4𝑎∙ 𝑧2+1 2𝑧 𝑅2+4𝑎2−4𝑎∙𝑅∙ 𝑧2+1 2𝑧 ∙ 𝑧2+1 2𝑧 ∙ 𝑑𝑧 𝑖𝑧𝐶 . This is simplified to: 𝐼 = −𝑖 2 2𝑎∙𝑧4−3𝑅∙𝑧3+4𝑎∙𝑧2−3𝑅∙𝑧+2𝑎 𝑧2 2𝑎∙𝑅∙𝑧2− 𝑅2+4𝑎2 ∙𝑧+2𝑎∙𝑅 ∙ 𝑑𝑧𝐶 ,and can be expressed as: 𝐼 = −𝑖 4𝑎∙𝑅 2𝑎∙𝑧4−3𝑅∙𝑧3+4𝑎∙𝑧2−3𝑅∙𝑧+2𝑎 𝑧2∙ 𝑧−𝛼 ∙ 𝑧−𝛽 ∙ 𝑑𝑧𝐶 ,where: 𝛼 and: 𝛽 are the roots of: 2𝑎 ∙ 𝑅 ∙ 𝑧2 − 𝑅2 + 4𝑎2 ∙ 𝑧 + 2𝑎 ∙ 𝑅 = 0, given by: 𝛼 = 𝑅 2𝑎 ,and: (14) 𝛽 = 2𝑎 𝑅 = 1 𝛼 . (15) Noting that:𝑎 > 𝑅, then: 𝛼 < 1, and is inside 𝐶, while: 𝛽 > 1 , and is outside 𝐶.Hence, the integrand in 𝐼 has three poles within 𝐶, two at the origin and one at 𝛼. Using Cauchy Theorem in complex integrals[6], 𝐼 is found as: 𝐼 = −𝑖 4𝑎∙𝑅 ∙ 2𝜋 ∙ 𝑖 ∙ 2𝑎∙𝑧4−3𝑅∙𝑧3+4𝑎∙𝑧2−3𝑅∙𝑧+2𝑎 𝑧−𝛼 ∙ 𝑧−𝛽 ′ @𝑧=0 + 2𝑎∙𝑧4−3𝑅∙𝑧3+4𝑎∙𝑧2−3𝑅∙𝑧+2𝑎 𝑧2∙ 𝑧−𝛽 @𝑧=𝛼 .This gives: 𝐼 = 𝜋 2𝑎∙𝑅 ∙ −3𝑅∙𝛼∙𝛽+2𝑎∙ 𝛼+𝛽 𝛼2∙𝛽2 + 2𝑎∙𝛼4−3𝑅∙𝛼3+4𝑎∙𝛼2−3𝑅∙𝛼+2𝑎 𝛼2∙ 𝛼−𝛽 .Removing𝛽using Eq.15, this becomes: 𝐼 = 𝜋 2𝑎∙𝑅 ∙ −3𝑅 + 2𝑎 ∙ 𝛼2+1 𝛼 + 2𝑎∙𝛼4−3𝑅∙𝛼3+4𝑎∙𝛼2−3𝑅∙𝛼+2𝑎 𝛼∙ 𝛼2−1 . Substituting for:𝛼using Eq.14, and simplifying gives: 𝐼 = − 2𝜋 𝑎 ∙ 2𝑎2−𝑅2 4𝑎2−𝑅2 . Hence, putting this, in Eq.13, and simplifying gives: 𝐹 = − 𝜋∙𝜌∙𝐿∙𝜔2∙𝑅4 𝑎 ∙ 2𝑎2−𝑅2 4𝑎2−𝑅2 , remembering that: 𝑎 > 𝑅. (16) The negative sign means that the fluid actually repels Cylinder-A away from Cylinder-B. VII. InterpretingThe Repulsion Force Considering: a, to be given as: 𝑎 = 𝑛 ∙ 𝑅,then: 𝑎 > 𝑅, implies that: 𝑛 > 1;and Eq.16 for the force, 𝐹, can be simplified to: 𝐹 = − 𝑅 2𝑎 ∙ 𝑛2−0.5 𝑛2−0.25 ∙ 𝑃 = −1 2𝑛 ∙ 𝑛2−0.5 𝑛2−0.25 ∙ 𝑃, where: 𝑛 > 1; and:
  • 6. The Interaction Forces between Two Identical Cylinders Spinning around their Stationary... DOI: 10.9790/1684-12620107 www.iosrjournals.org 6 | Page 𝑃 = 𝜋 ∙ 𝜌 ∙ 𝐿 ∙ 𝜔2 ∙ 𝑅3 . (17) When the two identical cylinders are made very near to each other, then: 𝑛 = 1+ ,and the repulsion force is:𝐹1, given as: 𝐹1 = − 𝑃 3 = −0.33333𝑃. The maximum repulsion, 𝐹𝑝, can be found to occur at:𝑛 = 5+ 17 8 = 1.06789, with value of: 𝐹𝑝 = −0.33675𝑃. As the gap between the two identical cylinders ismade: 2𝑅, then:𝑛 = 2,and the repulsion force is reduced to:𝐹2, given as: 𝐹2 = − 7𝑃 30 = − 7 15 ∙ 𝑅∙𝑃 𝑎 = −0.23333𝑃. When gap is made: 4𝑅, then:𝑛 = 3,and the repulsion force is reduced to: 𝐹3, given as: 𝐹3 = − 17𝑃 105 = − 17 35 ∙ 𝑅∙𝑃 𝑎 = −0.16190𝑃. When gap is made:6𝑅, then:𝑛 = 4,and the repulsion force is reduced to: 𝐹4, given as: 𝐹4 = − 31𝑃 252 = − 31 63 ∙ 𝑅∙𝑃 𝑎 = −0.12302𝑃. As the two identical cylinders are spaced far enough (𝑛 > 4) of each other, then the repulsion force goes asymptotically to: 𝐹𝑛 = − 𝑃 2𝑛 = − 𝑅∙𝑃 2𝑎 . This is an inverse relationship with the separation between axes of rotation, i.e. the identical cylinders rotating in the same directiontend to repel each other in inverse law with respect to their axial separation. VIII. Effect of Opposing Direction When Cylinder-B spins differentlyto Cylinder-A, namely in the negative sense, the fluid-velocity can be plotted as shown in Fig.5 below. Fig.5: The velocity field of the ideal fluid due to the spinning of Cylinder-A and Cylinder-B in different directionsaround their stationary and parallel axes
  • 7. The Interaction Forces between Two Identical Cylinders Spinning around their Stationary... DOI: 10.9790/1684-12620107 www.iosrjournals.org 7 | Page A similar treatment as above, gives the fluid force acting on the axis of Cylinder-A, as: 𝐹 = 𝜋∙𝜌∙𝐿∙𝜔2∙𝑅4 𝑎 ∙ 2𝑎2 4𝑎2−𝑅2 , remembering: 𝑎 > 𝑅. Using Eq.17, this can be simplified to: 𝐹 = 𝑅 2𝑎 ∙ 𝑎2 𝑎2−0.25𝑅2 ∙ 𝑃 = 𝑅 2𝑎 ∙ 𝑛2 𝑛2−0.25 ∙ 𝑃 = 1 2𝑛 ∙ 𝑛2 𝑛2−0.25 ∙ 𝑃 , where: 𝑛 > 1. This is an attraction force, reduced asymptotically for far enough spacing (𝑛 > 4), to: 𝐹𝑛 = 𝑃 2𝑛 = 𝑅∙𝑃 2𝑎 . This is also an inverse relationship with the separation between axes of rotation. Since both cylinders are identical, thenthe results obtained are valid for both of them. IX. Conclusion This paper derived the force acting on twoidentical cylinders spinning atconstant angular velocity around their stationary and parallel axes in anin-viscid, steady,in-vortical, and in-compressible fluid.The obtained equations showed that each cylinder axis,in such a system,experiences a repelling or attracting force according to similar or opposite sense of rotation respectively.The magnitude of that force is inversely proportional to the separation between the axes. It is also proportional to the density of the fluid, the cylinder volume, its radius, and the product of the two angular velocities of the cylinders. Nomenclature: This section summarizes the symbols used in the paper in alphabetical order as follows: 𝜌: Density of the fluid 𝜔: Angular speed of spinning of either cylinder 𝑎: Half the distance between axes of cylinders 𝑑𝐹𝐴 𝜃 :Infinitesimal force acting on Cylinder-A 𝑑𝐹𝐴 𝑥 𝜃 : Component of:𝑑𝐹𝐴 𝜃 along the 𝑥-axis 𝐹: Interaction force acting on the axle of Cylinder-A 𝐹1: Value of: F when both cylinders are about to touch each other 𝐹2: Value of: F when both cylinders are spaced2𝑅 apart 𝐹3: Value of: F when both cylinders are spaced4𝑅 apart 𝐹4: Value of: F when both cylinders are spaced6𝑅 apart 𝐹𝑝: Peak value of: F 𝐿: Length of either cylinder 𝑃(𝑥, 𝑦): Pressure magnitude of the fluid 𝑃∞: Pressure magnitude of the fluidat ∞ 𝑃𝐴 𝑥, 𝑦 : Pressuremagnitude of the fluidat Cylinder-A boundary in 𝑥y-coordinates 𝑃𝐴(𝜃): Pressure magnitude of the fluidat Cylinder-A boundary in 𝑟𝜃-coordinates R: Radius of either cylinder 𝑉 𝑥, 𝑦 : Velocity vector of the fluid due to the spinning of both cylinders 𝑉𝑥 𝑥, 𝑦 :Component of: 𝑉 𝑥, 𝑦 along the 𝑥-axis 𝑉𝑦 𝑥, 𝑦 :Component of: 𝑉 𝑥, 𝑦 along the 𝑦-axis 𝑉𝐴 𝑥, 𝑦 : Velocity vector of the fluid due to the spinning of Cylinder-A 𝑉𝐴 𝑥 𝑥, 𝑦 : Component of: 𝑉𝐴 𝑥, 𝑦 along the 𝑥-axis 𝑉𝐴 𝑦 𝑥, 𝑦 : Component of: 𝑉𝐴 𝑥, 𝑦 along the 𝑦-axis 𝑉𝐵 𝑥, 𝑦 : Velocity vector of the fluid due to the spinning of Cylinder-B 𝑉𝐵𝑥 𝑥, 𝑦 : Component of: 𝑉𝐵 𝑥, 𝑦 along the 𝑥-axis 𝑉𝐵𝑦 𝑥, 𝑦 : Component of: 𝑉𝐵 𝑥, 𝑦 along the 𝑦-axis References [1]. Fluid Mechanics: An Introduction, E. Rathakrishnan, 3rd edition. 2012. [2]. Fluid Mechanics for Engineers: A Graduate Textbook, M. T. Schobeiri, 2010. [3]. Hydrodynamics, Sir H. Lamb, 1945. [4]. Solutions of Laplace’s Equation, D. R. Bland, 1961. [5]. Vortex Dynamics, P. G. Saffman, 1995. [6]. Complex Integration and Cauchy's Theorem, G. N. Watson, 2012.