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

Question 1.  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
Answer: 
(d)
Solution:
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)

Question 2. 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]
Solution:

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

Question 3.  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
Answer: 
(a)
Solution: 
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.

Question 4.  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]
Solution: 
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)
 
Question 5. 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 as Past 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
Answer: 
(c)
Solution: 
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

Question 6.  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]
Solution:

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)

Question 7. 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 
Answer:
(d)
Solution: 
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)

Question 8. 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]
Solution:

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)

Question 9.  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
Solution:
 
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 document Past Year Questions: Fluid Kinematics | Topic wise GATE Past Year Papers for Civil Engineering - Civil Engineering (CE) is a part of the Civil Engineering (CE) Course Topic wise GATE Past Year Papers for Civil Engineering.
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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?
Fluid kinematics is the study of fluid motion without considering the forces that cause the motion. It focuses on describing and analyzing the characteristics of fluid flow, such as velocity, acceleration, and displacement, without taking into account the forces acting on the fluid.
2. What are the different types of fluid flow?
There are three main types of fluid flow: laminar flow, turbulent flow, and transitional flow. Laminar flow refers to smooth and orderly flow, where the fluid moves in parallel layers with minimal mixing. Turbulent flow, on the other hand, is characterized by irregular and chaotic motion, with eddies and swirls. Transitional flow is a mix of laminar and turbulent flow and occurs when the flow undergoes a transition from one type to another.
3. How is fluid velocity measured in fluid kinematics?
Fluid velocity can be measured using various techniques. One common method is using a flow meter, which measures the volumetric flow rate and calculates the velocity based on the cross-sectional area of the flow. Another approach is using a pitot tube, which measures the pressure difference between the stagnation point and the point where the fluid velocity is to be measured. From this pressure difference, the velocity can be determined using Bernoulli's equation.
4. What is the difference between streamline and pathline in fluid kinematics?
In fluid kinematics, a streamline represents the instantaneous path followed by a fluid particle at a given instant. It is a line tangent to the velocity vector at each point, indicating the direction of fluid motion. On the other hand, a pathline represents the actual path followed by a fluid particle over a period of time. It takes into account the changes in velocity and direction as the fluid particle moves. Pathlines can be visualized by tracking a specific fluid particle using markers or dye.
5. How is fluid displacement related to fluid kinematics?
Fluid displacement in fluid kinematics refers to the change in position of a fluid particle over a certain period of time. It is calculated by subtracting the initial position from the final position of the particle. The displacement vector provides information about the magnitude and direction of the fluid particle's movement. By analyzing the displacement of multiple particles, the overall flow pattern and behavior of the fluid can be determined.
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