Past Year Questions: Fluid Kinematics | Topic wise GATE Past Year Papers for Civil Engineering - Civil Engineering (CE) PDF Download

Q1: A flow velocity fieldPast Year Questions: Fluid Kinematics | Topic wise GATE Past Year Papers for Civil Engineering - Civil Engineering (CE)for a fluid is represented by
Past Year Questions: Fluid Kinematics | Topic wise GATE Past Year Papers for Civil Engineering - Civil Engineering (CE)
In the context of the fluid and the flow, which one of the following statements is CORRECT?   [2024, Set-I]
(a) The fluid is compressible and the flow is irrotational
(b) The fluid is incompressible and the flow is irrotational.
(c) The fluid is compressible and the flow is rotational.
(d) The fluid is incompressible and the flow is rotational.
Ans: 
(d) 
Continuity equation for incompressible flow:
Past Year Questions: Fluid Kinematics | Topic wise GATE Past Year Papers for Civil Engineering - Civil Engineering (CE)
Past Year Questions: Fluid Kinematics | Topic wise GATE Past Year Papers for Civil Engineering - Civil Engineering (CE)
= 0 (Incompressible Flow)
Past Year Questions: Fluid Kinematics | Topic wise GATE Past Year Papers for Civil Engineering - Civil Engineering (CE)

Q2: The velocity components in the x and y directions for an incompressible flow are given as u=(-5+6x) and v=-(9+6y), respectively. The equation of the streamline is   [2020, Set-II]
(a) (-5+6x)-(9+6y)= constant
(b) Past Year Questions: Fluid Kinematics | Topic wise GATE Past Year Papers for Civil Engineering - Civil Engineering (CE)
(c) (-5+6x)(9+6y)= constant
(d) Past Year Questions: Fluid Kinematics | Topic wise GATE Past Year Papers for Civil Engineering - Civil Engineering (CE)
Ans: 
(c)
Given 
u = −5+6x
v = −(9+6y)
Equation of streamline
dx/u = dy/u
Past Year Questions: Fluid Kinematics | Topic wise GATE Past Year Papers for Civil Engineering - Civil Engineering (CE)
Integrating it,
Past Year Questions: Fluid Kinematics | Topic wise GATE Past Year Papers for Civil Engineering - Civil Engineering (CE)
Past Year Questions: Fluid Kinematics | Topic wise GATE Past Year Papers for Civil Engineering - Civil Engineering (CE)

Q3: Uniform flow with velocity U makes an angle θ with the y-axis, as shown in the figure
Past Year Questions: Fluid Kinematics | Topic wise GATE Past Year Papers for Civil Engineering - Civil Engineering (CE)The velocity potential (Φ), is  [2020, Set-I]
(a) ± U(x sinθ + y cosθ)
(b) ± U(y sinθ − x cosθ)
(c) ± U(x sinθ − y cosθ)
(d) ± U(y sinθ + x cosθ)
Ans: 
(a)
Velocity in x-depth, ux = u sinθ 
Velocity in y-depth, uy = u cosθ
Past Year Questions: Fluid Kinematics | Topic wise GATE Past Year Papers for Civil Engineering - Civil Engineering (CE)
Integratingit
Past Year Questions: Fluid Kinematics | Topic wise GATE Past Year Papers for Civil Engineering - Civil Engineering (CE)
Past Year Questions: Fluid Kinematics | Topic wise GATE Past Year Papers for Civil Engineering - Civil Engineering (CE)
Integrating it
Past Year Questions: Fluid Kinematics | Topic wise GATE Past Year Papers for Civil Engineering - Civil Engineering (CE)
Past Year Questions: Fluid Kinematics | Topic wise GATE Past Year Papers for Civil Engineering - Civil Engineering (CE)
Past Year Questions: Fluid Kinematics | Topic wise GATE Past Year Papers for Civil Engineering - Civil Engineering (CE)

Q4: The velocity field in a flow system is given by v = 2i+ (x + y)j + (xyz)k. The acceleration of the fluid at (1, 1,2) is  [2019 : 1 Mark, Set-II]
(a) 4i + 12k
(b) 2i + 10k
(c) j + k
(d) 4j + 10k
Ans: 
(d)
Past Year Questions: Fluid Kinematics | Topic wise GATE Past Year Papers for Civil Engineering - Civil Engineering (CE)

Past Year Questions: Fluid Kinematics | Topic wise GATE Past Year Papers for Civil Engineering - Civil Engineering (CE)

Q5: A flow field is given by u = y2, v = - xy, w = 0.Value of the z-component of the angular velocity (in radians per unit time, up to two decimal places) at the point (0, -1 ,1 ) is _____.  [2018 : 1 Mark, Set-I]
Ans:

Past Year Questions: Fluid Kinematics | Topic wise GATE Past Year Papers for Civil Engineering - Civil Engineering (CE)

Q6: The velocity components of a two dimensional plane motion of a fluid are Past Year Questions: Fluid Kinematics | Topic wise GATE Past Year Papers for Civil Engineering - Civil Engineering (CE) Past Year Questions: Fluid Kinematics | Topic wise GATE Past Year Papers for Civil Engineering - Civil Engineering (CE)
The correct statement is:    [2015 : 2 Marks, Set-II]
(a) Fluid is incompressible and flow is irrotational
(b) Fluid is incompressible and flow is rotational
(c) Fluid is compressible and flow is irrotational
(d) Fluid is compressible and flow is rotational
Ans: (a)
Apply continuity equation for 2D in compressible flow,

Past Year Questions: Fluid Kinematics | Topic wise GATE Past Year Papers for Civil Engineering - Civil Engineering (CE)

Hence, incompressible flow.

Past Year Questions: Fluid Kinematics | Topic wise GATE Past Year Papers for Civil Engineering - Civil Engineering (CE)

Hence, flow is irrotational.

Q7: A nozzle is so shaped that the average flow velocity changes linearly from 1.5 m/s at the beginning to 15 m/s at its end in a distance of 0.375 m. The magnitude of the convective acceleration (in m/s2) at the end of the nozzle is _______ [2015 : 1 Mark, Set-II]
Ans: Convective acceleration Past Year Questions: Fluid Kinematics | Topic wise GATE Past Year Papers for Civil Engineering - Civil Engineering (CE)

Past Year Questions: Fluid Kinematics | Topic wise GATE Past Year Papers for Civil Engineering - Civil Engineering (CE)

 
Q8: In a two-dimensional steady flow field, in a certain region of the x-y plane, the velocity component in the x-direction is given by vx = x2 and the density varies asPast Year Questions: Fluid Kinematics | Topic wise GATE Past Year Papers for Civil Engineering - Civil Engineering (CE)Which of the following is a valid expression for the velocity component in the y-direction, vy?
(a) Past Year Questions: Fluid Kinematics | Topic wise GATE Past Year Papers for Civil Engineering - Civil Engineering (CE)
(b) Past Year Questions: Fluid Kinematics | Topic wise GATE Past Year Papers for Civil Engineering - Civil Engineering (CE)
(c) vy = - xy
(d) vy = x
Ans: (c)
Continuity equation in steady flow,

Past Year Questions: Fluid Kinematics | Topic wise GATE Past Year Papers for Civil Engineering - Civil Engineering (CE)

On integrating both sides,
vy=-x

Q9: A particle moves along a curve whose parametric equations are: x = t3 + 2t, y=-3e-2t and z = 2 sin (5t), where x, y and z show variations of the distance covered by the particle (in cm) with time t(in s). The magnitude of the acceleration of the particle (in cm/s2) at t = 0 is ________.  [2014 : 2 Marks, Set-I]
Ans:

Past Year Questions: Fluid Kinematics | Topic wise GATE Past Year Papers for Civil Engineering - Civil Engineering (CE)

Past Year Questions: Fluid Kinematics | Topic wise GATE Past Year Papers for Civil Engineering - Civil Engineering (CE)

Past Year Questions: Fluid Kinematics | Topic wise GATE Past Year Papers for Civil Engineering - Civil Engineering (CE)

Past Year Questions: Fluid Kinematics | Topic wise GATE Past Year Papers for Civil Engineering - Civil Engineering (CE)

Past Year Questions: Fluid Kinematics | Topic wise GATE Past Year Papers for Civil Engineering - Civil Engineering (CE)

⇒Magnitude of acceleration at t =0

Past Year Questions: Fluid Kinematics | Topic wise GATE Past Year Papers for Civil Engineering - Civil Engineering (CE)

Q10: A plane flow has velocity components Past Year Questions: Fluid Kinematics | Topic wise GATE Past Year Papers for Civil Engineering - Civil Engineering (CE) Past Year Questions: Fluid Kinematics | Topic wise GATE Past Year Papers for Civil Engineering - Civil Engineering (CE) and w = 0 along x, y and z directions respectively, where T1 (≠ 0) and T2 (≠ 0) are constants having the dimension of time. The given flow is incompressible if [2014 : 1 Mark, Set-II]
(a) T1 = - T2
(b) Past Year Questions: Fluid Kinematics | Topic wise GATE Past Year Papers for Civil Engineering - Civil Engineering (CE)
(c) Past Year Questions: Fluid Kinematics | Topic wise GATE Past Year Papers for Civil Engineering - Civil Engineering (CE)
(d) T1 = T2
Ans:
(d)
For a flow to exist, continuity should be satisfied.

Past Year Questions: Fluid Kinematics | Topic wise GATE Past Year Papers for Civil Engineering - Civil Engineering (CE)

Q11: An incompressible homogeneous fluid is flowing steadily in a variable diameter pipe having the large and small diameters as 15 cm and 5 cm, respectively. If the velocity at a section at the 15 cm diameter portion of the pipe is 2.5 m/s, the velocity of the fluid (in m/s) at a section falling in 5 cm portion of the pipe is _______ .     [2014 : 1 Mark, Set-I]
Ans:

Past Year Questions: Fluid Kinematics | Topic wise GATE Past Year Papers for Civil Engineering - Civil Engineering (CE)

Past Year Questions: Fluid Kinematics | Topic wise GATE Past Year Papers for Civil Engineering - Civil Engineering (CE)

Q12: For a 2-D flow field, the stream function ψ is given as Past Year Questions: Fluid Kinematics | Topic wise GATE Past Year Papers for Civil Engineering - Civil Engineering (CE) The magnitude of discharge occurring between the stream line passing through points (0,3) and (3, 4) is [2013 : 1 Mark]
(a) 6 units
(b) 3 units
(c) 1.5 units
(d) 2 units 

Ans: (b)

Past Year Questions: Fluid Kinematics | Topic wise GATE Past Year Papers for Civil Engineering - Civil Engineering (CE)

Past Year Questions: Fluid Kinematics | Topic wise GATE Past Year Papers for Civil Engineering - Civil Engineering (CE)

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FAQs on Past Year Questions: Fluid Kinematics - Topic wise GATE Past Year Papers for Civil Engineering - Civil Engineering (CE)

1. What is fluid kinematics and why is it important in fluid mechanics?
Ans.Fluid kinematics is the study of the motion of fluids (liquids and gases) without considering the forces that cause the motion. It is important in fluid mechanics because it helps in understanding how fluids move, which is essential for applications in engineering, meteorology, oceanography, and many other fields.
2. What are the key parameters used in fluid kinematics?
Ans.The key parameters used in fluid kinematics include velocity, acceleration, flow rate, and streamlines. These parameters help describe the behavior of fluid flow and are crucial for analyzing fluid motion in various systems.
3. How do streamline patterns affect fluid flow?
Ans.Streamline patterns represent the flow of fluid in a system. They show the direction of fluid particles and indicate how the flow behaves. When streamlines are close together, it indicates high velocity, while widely spaced streamlines suggest low velocity. Understanding these patterns is crucial for predicting fluid behavior in different scenarios.
4. What is the difference between laminar and turbulent flow?
Ans.Laminar flow is characterized by smooth, orderly motion of fluid particles in parallel layers, with minimal mixing between them. In contrast, turbulent flow is chaotic and irregular, with significant mixing and fluctuations in velocity and pressure. The distinction is important as it affects the calculations and predictions in fluid dynamics.
5. How can the continuity equation be applied in fluid kinematics?
Ans.The continuity equation states that the mass flow rate of a fluid must remain constant from one cross-section of a pipe to another, assuming incompressible flow. It can be expressed as A1V1 = A2V2, where A is the cross-sectional area and V is the fluid velocity. This principle is fundamental in analyzing fluid flow in various engineering applications.
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