Q1: The velocity field of a two-dimensional, incompressible flow is given by
where and denote the unit vectors in x and y directions, respectively. If v (x, 0) = cos x, then v (0, -1) is [GATE ME 2024] (a) 1 (b) 2
(c) 3 (d) 4 Ans: (c) For an incompressible flow, ∇⋅ = 0 Given; the velocity field of a two-dimensional, incompressible flow,
2 sinh & v (x, 0) = cosh x
Now, ∇. = 0 (for an incompressible flow) i. e. ∂v/∂x + ∂v/∂y = 0 2 cosh x + ∂v/∂y = 0 ⇒ ∂v = -2 cos h . ∂y Integrate both sides,
v = -2y cosh x + C.... (1) Given; v (x, 0) = cosh x ⇒ C = cosh x Now, from equation (1) v (x, y)=−2y cosh x + cosh x = (1−2y) cosh x At (0,−1) v (0,−1) = [1−2(−1)] cosh (0) = 3
Q1: Consider a unidirectional fluid flow with the velocity field given by
where u ( 0 , t ) = 1. If the spatially homogeneous density field varies with time t as ρ (t)=1 + 0.2e −t the value of u (2 , 1) is _______. (Rounded off to two decimal places) Assume all quantities to be dimensionless. [GATE ME 2023] Ans: (1.1 to 1.2) Continuity equation for unsteady flow Here V (x, y, z, t)=u (x, t) So v = 0 Given ρ(t)=1 + 0.2 e−t
Since
u (2, 1) = 1.137 m/s ≈ 1.14 m/sec
Q2: The velocity field of a certain two-dimensional flow is given by
where k = 2s− 1 . The coordinates x and y are in meters. Assume gravitational effects to be negligible. If the density of the fluid is 1000 kg / m3 and the pressure at the origin is 100 kPa, the pressure at the location (2 m, 2 m) is _____________ kPa. (Answer in integer) [GATE ME 2023] Ans: (83.999 to 84.001 To find the pressure at location (2m,2m) we apply Bernoulli's equation We will apply this equation between two points Origin(0, 0) and location (2 m, 2 m) At Origin (0, 0) V1 =2 (0 − 0) = 0 P1 =100kPa At Iocation (2, 2)
Q3: Air (density = 1.2kg/m3 , kinematic viscosity = 1. 5 × 1 0 − 5 m2/ s ) flows over a flat plate with a free-stream velocity of 2 m/s . The wall shear stress at a location 15mm from the leading edge is τ w . What is the wall shear stress at a location 30mm from the leading edge? [GATE ME 2023]
(a) Tw/2 (b)
(c) 2/Tw (d)
Ans: (d) Step-1: First check type of flow by Reynold No Re ∝ u ∞ L/v Re = 2 x 0.03/1.5 x 10-5 = 4000 As Reynold no. is less than 5 × 1 05 , it is laminar flow
Step-2: Wall shear stress in laminar flow -
Q1: The steady velocity field in an inviscid fluid of density 1.5 is given to be Neglecting body forces, the pressure gradient at (x = 1, y = 1) is [GATE ME 2022, SET-2] (a)
(b)
(c)
(d) Ans: (c) By Euler's equation of motion, Neglecting body forces (i.e. g x = g y = 0 )
= - 1.5 x (2 x 1 x 12 + 2 x 13) = - 6 pa/m Similarly, = - 1.5 x (2 x 1 x 12 + 2 x 13) = - 6 pa/m The pressure gradient vector is given by
Q2:The velocity field in a fluid is given to be
Which of the following statement(s) is/are correct? [GATE ME 2022 SET-2] (a) The velocity field is one-dimensional. (b) The flow is incompressible (c) The flow is irrotational (d) The acceleration experienced by a fluid particle is zero at (x = 0, y = 0). Ans: (b, c, d) For given flow, u = 4 xy, v = 2 (x2 − y2) As velocity field is function of two space variables, flow is two dimensional. Therefore, flow is incompressible. ω z = 1/2 = 1/2 (4x - 4x) = 0 Therefore, flow is irrotational. = 4 xy (4y) + 2 (x2 − y2) (4x)
= 16 xy2 + 8x 3 - 8xy2 = 16 x 0 x 02 + 8 x 03 - 8 x 0 x 02 = 0 = 4 xy (4x) + 2 (x2 − y2) ( - 4y) = 16 x2y - 8x 2 + 8xy3 = 16 x 0 x 02 x 8 x 02 x 0 + 8 x 03
= 0
0
Q3: A steady two-dimensional flow field is specified by the stream function ψ = kx3y where x and y are in meter and the constant k = 1 m− 2 s− 1. The magnitude of acceleration at a point ( x , y ) = ( 1 m , 1 m ) is ________ m/s2 (round off to 2 decimal places). [GATE ME 2022, SET- 1] Ans: (4.2 to 4.28) Given, Stream function,
At (1, 1)
Q1: A two dimensional flow has velocities in x x and y y directions given by u = 2xyt and v = − y 2t , where t denotes time. The equation for streamline passing through x = 1 , y = 1 is [GATE ME 2021, SET-2] (a) x2y = 1 (b) xy2 = 1 (c) x2y2 = 1 (d) x/y2 = 1 Ans: (b) u = 2xyt v = -y2t dx/u = dy/v = dz/w -ydx = 2xdy In xy2= c xy2 = 1
Q2: For a two-dimensional, incompressible flow having velocity components u and v in the x and y directions, respectively, the expression can be simplified to [GATE ME 2021, SET-2]
(a) u (b) 2u
(c) 2u (d) u
Ans: (d) By differentiating:
According to Continuity eq. : = 0 So, u
Q1: Consider a flow through a nozzle, as shown in the figure below: [GATE ME 2020, SET-2]
Ans: (1.5 to 1.55)
A1 V1 = A2 V2 0.2 x V1 = 0.02 x 50 V1 = 1/10 x 50 = 5m/s Applying BE
= 1522.125Pa = 1.52kPa
Q2: The velocity field of an incompressible flow in a Cartesian system is represented by
Which one of the following expressions for v is valid? [GATE ME 2020, SET-1] (a) - 4 xz + 6xy (b) - 4 xy + 6xz (c) 4 xz + 6xy (d) 4 xy + 6xz Ans: (b)
For Incompressible flow
v = -4xy + f (x, z) f (x, z) is an arbitary function of x and z Hence the most suitable answer is option (B)
Question for GATE Past Year Questions: Fluid Kinematics
Try yourself:For a two-dimensional flow, the velocity field is are the basis vectors in the x – y Cartesian coordinate system. Identify the CORRECT statements from below.
1. The flow is incompressible
2. The flow is unsteady
3. y-component of acceleration,
4. x-component of acceleration,
[2016, Set-3]
Explanation
The velocity components are not functions of time, so flow is steady according to continuity equation,
Since it satisfies the above continuity equation for 2D and incompressible flow.
∴ The flow is in compressible.
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Question for GATE Past Year Questions: Fluid Kinematics
Try yourself:A two-dimensional in compressible friction less flow field is given by . If ρ is the density of the fluid, the expression for pressure gradient vector at any point in the flow field is given as
[2019, Set -2]
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Question for GATE Past Year Questions: Fluid Kinematics
Try yourself:For a steady flow, the velocity field is . The magnitude of the acceleration of a particle at (1, - 1) is
[2017 Set-1]
Explanation
Now magnitude of particleat (1, – 1)
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Question for GATE Past Year Questions: Fluid Kinematics
Try yourself:For a certain two-dimensional incompressible flow, velocity field is given by . The streamlines for this flow are given by the family of curves
[2016,Set-3]
Explanation
on integrating
ψ = xy2 + f (x) = y1 + f'(x)
f'(x) = 0
⇒ f (x)= constant
so y = xy2 + constant
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Question for GATE Past Year Questions: Fluid Kinematics
Try yourself:Consider a velocity field where K is a constant. The vorticity, Ω Z, is
[2014 Set-4]
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Question for GATE Past Year Questions: Fluid Kinematics
Try yourself:A streamline and an equipotential line in a flow field
[2011]
Explanation
Slope of equipotential Line x slope of stream function = 1 1 They are orthogonal to each other.
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Question for GATE Past Year Questions: Fluid Kinematics
Try yourself:A two-dimensional flow field has velocities along the x and y directions given by u = x2t and v = –2xyt respectively, where t is time. The equation of streamline is
[2006]
Explanation
Given, u = x2t and v = – 2xyt Integrating equation (i), we get
ψ =-x2yt + f(y) ...(iii)
Differentiating equation (iii) with respect to y, we get
∂ψ/∂y =–x2t + f(y) ...(v)
Equating the value of ∂ψ/∂y from equations (ii)
and (iv), we get
–x2t = –x2t + f'(y)
Since, f'(y) = 0, thus f(y) = C
(where 'C' is constant of integration)
ψ = -x2yt + C
C is a numerical constant so it can be taken as zero
ψ = -x2yt
For equation of stream lines,
ψ = constant
-x2yt =constant
For a particular instance,
x2y = constant
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Question for GATE Past Year Questions: Fluid Kinematics
Try yourself:A fluid flow is represented by the velocity field , where a is a constant. The equation of stream line passing through a point (1, 2) is
[2004]
Explanation
Given: ux = ax and uy = ay
Equation of steam line is,
Integrating both sides, we have
log(ax) = log(ay) + log c
or ax = c×ay
or x = cy
Since the steam line is passed through point (1, 2), therefore
1 = 2c
⇒ c = 1/2
∴ x = y/2
Hence equation of steam line is
2x – y = 0.
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Question for GATE Past Year Questions: Fluid Kinematics
Try yourself:In a flow field the stream lines and equipotential lines
[1994]
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Question for GATE Past Year Questions: Fluid Kinematics
Try yourself:The Newtonian fluid has the following velocity field:
The rate shear deformation ∈yz at the point x = -2, y = -1 and z = 2 for the given flow is
[1988]
Explanation
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Question for GATE Past Year Questions: Fluid Kinematics
Try yourself:A streamlined body is defined as a body about which
[1987]
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Question for GATE Past Year Questions: Fluid Kinematics
Try yourself:The velocity potential function for a source varies with the distance r as
[1987]
Explanation
(2) 1 –d, 2 – d, 3 - c
(3) Closed contour in a flow field.
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Question for GATE Past Year Questions: Fluid Kinematics
Try yourself:In a Lagrangian system, the position of a fluid particle in a flow is described as x = x0e–kt and y = y0ekt where t is the time while x0, y0, and k are constants. The flow is
[2018, Set-1]
Explanation
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Question for GATE Past Year Questions: Fluid Kinematics
Try yourself:For a two-dimensional incompressible flow field given by , where A > 0, which one of the following statements is FALSE?
A. It satisfies continuity equation B. It is unidirectional when x → 0 and y → ∞.
C. Its streamlines are given by x = y.
D. It is irrotational
[2018, Set-1]
Explanation
C is the false statement 2D incompressible flow continuity equation.
A – A = 0 it satisfies continuity equation.
As y → ∞.velocity vector field will not be defined along y axis.
So flow will be along x-axis i.e. 1-D flow
⇒ Stream line equation for 2D
In x = – ln y + ln c
ln xy = ln c
xy = c → stream line equation.
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Question for GATE Past Year Questions: Fluid Kinematics
Try yourself:Match the following pairs:
[2015: Set-1]
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Question for GATE Past Year Questions: Fluid Kinematics
Try yourself:For an incompressible flow field, V, which one of the following conditions must be satisfied?
[2014, Set-2]
Explanation
Incompressible flow condition
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Question for GATE Past Year Questions: Fluid Kinematics
Try yourself:For the continuity equation given by to be valid, where is the velocity vector,which one of the following is a necessary condition?
[2008]
Explanation
The basic equation of continuity for fluid flow is given by
Now if ρ remains constant, then only we can write
hence incompressible flow.
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Question for GATE Past Year Questions: Fluid Kinematics
Try yourself:Which combination of the following statements about steady incompressible forced vortex flow is correct?
P : Shear stress is zero at all points in the flow.
Q : Vorticity is zero at all points in the flow.
R : Velocity is directly proportional to the radius from the centre of the vortex.
S : Total mechanical energy per unit mass is constant in the entire flow field.
Select the correct answer using the codes given below:
[2007]
Explanation
Clearly zero shear stress and vortex.
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Question for GATE Past Year Questions: Fluid Kinematics
Try yourself:The 2-D flow with, velocity is
[2001]
Explanation
hence incompressible.
hence not irrotational.
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Question for GATE Past Year Questions: Fluid Kinematics
Try yourself:Existence of velocity potential implies that
[1994]
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Question for GATE Past Year Questions: Fluid Kinematics
Try yourself:For a fluid element in a two dimensional flow field (x-y plane), if it will undergo
[1994]
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Question for GATE Past Year Questions: Fluid Kinematics
Try yourself:Streamlines, path lines and streak lines are virtually identical for
[1994]
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Question for GATE Past Year Questions: Fluid Kinematics
Try yourself:Consider the two-dimensional velocity field given by = (5 + a1x + +b1y) + (4 + a2x + b2y) , where a1, b1, a2 and b2 are constants.
Which one of the following conditions needs to be satisfied for the flow to be incompressible?
[2017: Set-1]
Explanation
For continuous and in compressible flow
ux + uy = 0
a1 + b2 = 0
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Question for GATE Past Year Questions: Fluid Kinematics
Try yourself:A flow field which has only convective acceleration is
[2014 Set-4]
Explanation
Convective acceleration is the effect of tim e independent acceleration of fluid with respect to space that means flow is steady non-uniform flow.
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Question for GATE Past Year Questions: Fluid Kinematics
Try yourself:In a two - dimensional velocity field with velocities u and v along the x and y directions respectively, the convective acceleration along the x-direction is given by
[2006]
Explanation
Two dimensional velocity field with velocities u, v and along x and y direction.
∴ Acceleration along x direction, ax = aconvective + atemporal or local
Sicne, ∂u/∂x = 0 for 2-dimensional field, therefore
Convective acceleration
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Question for GATE Past Year Questions: Fluid Kinematics
Try yourself:In a steady flow through a nozzle, the flow velocity on the nozzle axis is given by v= u0 (1 + 3x/L)i, where x is the distance along the axis of the nozzle from its inlet plane and L is the length of the nozzle. The time required for a fluid particle on the axis to travel from the inlet to the exit plane of the nozzle is
[2007]
Explanation
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Question for GATE Past Year Questions: Fluid Kinematics
Try yourself:A leaf is caught in a whirlpool. At a given instant, the leaf is at a distance of 120 m from the centre of the whirlpool. The whirlpool can be described by the following velocity distribution: m/s and m/s, where r (in meters) is thedistance from the centre of the whirlpool. What will be the distance of the leaf from the centre when it has moved through half a revolution?
[2005]
Explanation
Radial distance = 120 m
By equating (i) & (ii), we get
By solving above, we get
r = 64 m
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Question for GATE Past Year Questions: Fluid Kinematics
Try yourself:The velocity components in the x and y directions of a two dimensional potential flow are u and v, respectively. Then ∂u/∂x, is equal to
[2005]
Explanation
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Question for GATE Past Year Questions: Fluid Kinematics
Try yourself:The velocity components in the x and y directions are given by u = λxy3 - x2y, v = xy2 - 3/4y4. The value of λ for a possible flow field involving an incompressible fluid is
[1995]
Explanation
For 2D incompressible flow,
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Question for GATE Past Year Questions: Fluid Kinematics
Try yourself:The stream function in a two dimensional flow field is given by ψ = x2 - y2 The magnitude of the velocity at point (1, 1) is
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FAQs on GATE Past Year Questions: Fluid Kinematics - Fluid Mechanics for Mechanical Engineering
1. What are the key concepts in Fluid Kinematics relevant for GATE Civil Engineering?
Ans. Key concepts in Fluid Kinematics include the study of fluid motion, characteristics of flow (laminar and turbulent), velocity fields, streamlines, pathlines, and streaklines. Understanding these concepts helps in analyzing fluid behavior in various civil engineering applications such as water supply systems and drainage design.
2. How is the continuity equation applied in Fluid Kinematics?
Ans. The continuity equation is based on the principle of conservation of mass. It states that for an incompressible fluid, the mass flow rate must remain constant from one cross-section of a flow to another. Mathematically, it can be expressed as A1V1 = A2V2, where A is the cross-sectional area and V is the flow velocity. This equation is crucial in designing pipelines and channels.
3. What is the difference between laminar and turbulent flow?
Ans. Laminar flow is characterized by smooth and orderly fluid motion, where fluid particles move in parallel layers with minimal mixing. Turbulent flow, on the other hand, involves chaotic and irregular fluid motion with mixing and eddies. The transition between these two types of flow is influenced by the Reynolds number, which is a dimensionless quantity used to predict flow patterns.
4. How can streamlines be used to analyze fluid flow?
Ans. Streamlines are lines that represent the flow direction of fluid particles at a given instant. They help visualize the flow patterns and can be used to determine areas of high and low velocity. In fluid kinematics, streamlines are essential for understanding the behavior of fluids around structures, which is crucial for civil engineering design and analysis.
5. What role does velocity potential play in Fluid Kinematics?
Ans. Velocity potential is a scalar function whose gradient gives the fluid velocity in irrotational flow. It simplifies the analysis of fluid motion, especially in potential flow theory. By using velocity potential, engineers can solve complex flow problems more easily, making it a valuable tool in civil engineering applications such as dam design and flood modeling.