JAWAHARLAL NEHRU TECHNOLOGICAL UNIVERSITY HYDERABAD

JAWAHARLAL NEHRU TECHNOLOGICAL UNIVERSITY HYDERABAD B.Tech II MECHANICS OF FLUIDS Previous Question Paper (April - 2018 - R13)

B.Tech | II | II | R13 | April - 2018

Answer PaperPaper Code: 114AVMaximum Marks: 75Time: 3 Hours

Note: This question paper contains two parts A and B. Part A is compulsory which carries 25 marks. Answer all questions in Part A. Part B consists of 5 Units. Answer any one full question from each unit. Each question carries 10 marks and may have a, b, c as sub questions.

PART-A

125 marks
a

State Pascal’s law.

2 marks

Answer

Pascal's law states that the pressure at any point in a fluid at rest is the same in all directions.

b

Define Archimedes’s principle. Give an example.

3 marks

Answer

Archimedes's principle states that a body immersed in a fluid is buoyed up by a force equal to the weight of the fluid displaced by the body. An example is a ship floating on water, where the weight of the water displaced by the hull equals the total weight of the ship.

c

Differentiate between stream line and streak line.

2 marks

Answer

Sign in to view the complete answer paper.

d

What is vorticity?

3 marks

Answer

Sign in to view the complete answer paper.

e

State Bernoulli’s equation.

2 marks

Answer

Sign in to view the complete answer paper.

f

State momentum equation.

3 marks

Answer

Sign in to view the complete answer paper.

g

What is Pressure drag?

2 marks

Answer

Sign in to view the complete answer paper.

h

Define the term boundary layer thickness.

3 marks

Answer

Sign in to view the complete answer paper.

i

What is Moody’s chart?

2 marks

Answer

Sign in to view the complete answer paper.

j

State Darcy’s equation.

3 marks

Answer

Sign in to view the complete answer paper.

PART-B

210 marks
a

What is Surface tension and capillary effect? How are they affected?

5 marks

Answer

Sign in to view the complete answer paper.

b

The absolute pressure in water at a depth of 5 m is read to be 145 kPa. Determine (i) the local atmospheric pressure, and (ii) The absolute pressure at a depth of 5 m in a liquid whose specific gravity is 0.78 at the same location.

5 marks

Answer

Sign in to view the complete answer paper.

OR
310 marks
a

Differentiate between U-tube differential manometers and inverted U-tube differential manometers. Where are they used?

5 marks

Answer

Sign in to view the complete answer paper.

b

Calculate the pressure and density of air at a height of 4000 m from sea-level where pressure and temperature of air are 10.143 N/cm2 and 15ºC respectively. The temperature lapse rate is given as 0.0065ºC/m. Take density of air at sea-level equal to 1.285 kg/m3.

5 marks

Answer

Sign in to view the complete answer paper.

410 marks
a

Define the following and give one practical example for each: (i) Unsteady flow (ii) Uniform flow (iii) Turbulent flow (iv) Three dimensional flow.

5 marks

Answer

Sign in to view the complete answer paper.

b

Derive equation of continuity for one dimensional flow for an incompressible flow.

5 marks

Answer

Sign in to view the complete answer paper.

OR
510 marks
a

Derive equation of continuity for a compressible flow and show that it tends to divergence of velocity equal to zero for incompressible fluids. State clearly the assumptions made.

5 marks

Answer

Sign in to view the complete answer paper.

b

For the velocity potential function, φ = x2 – y2, find the velocity components in x and y direction. Also show that φ represents a possible case of fluid flow.

5 marks

Answer

Sign in to view the complete answer paper.

610 marks
a

Derive the Euler’s equation and from this obtain the Bernoulli’s equation for the incompressible flow.

5 marks

Answer

Sign in to view the complete answer paper.

b

Define Reynolds’s number and Froude’s number. Derive the expressions for the two numbers.

5 marks

Answer

Sign in to view the complete answer paper.

OR
710 marks
a

What is meant by geometric, kinematic and dynamic similarities? Are these similarities truly attainable? If not why?

5 marks

Answer

Sign in to view the complete answer paper.

b

How will you determine total drag of a ship or partially submerged ship?

5 marks

Answer

Sign in to view the complete answer paper.

810 marks
a

Explain the development of boundary layer along a flat plate held parallel to uniform flow. Point out salient features.

5 marks

Answer

Sign in to view the complete answer paper.

b

Write a brief note on Prandtl’s boundary layer theory.

5 marks

Answer

Sign in to view the complete answer paper.

OR
910 marks
a

How does the ratio of displacement thickness to boundary layer thickness (δ*/δ) for a laminar boundary layer compare with that for a turbulent boundary layer? Determine a qualitative answer from inspection of the velocity profiles within the boundary layers.

5 marks

Answer

Sign in to view the complete answer paper.

b

What are the different methods to prevent the separation of boundary layer? Explain.

5 marks

Answer

Sign in to view the complete answer paper.

1010 marks
a

Discuss various minor losses involved in a pipe flow system.

5 marks

Answer

Sign in to view the complete answer paper.

b

How will you determine the loss of head due to friction in pipes by using Darcy’s formula?

5 marks

Answer

Sign in to view the complete answer paper.

OR
1110 marks
a

Differentiate between major and minor losses. Why the minor losses in a parallel pipes flow are neglected.

5 marks

Answer

Sign in to view the complete answer paper.

b

Differentiate between flow between parallel plates and flow through long tubes.

5 marks

Answer

Sign in to view the complete answer paper.

About this paper

This page contains the question paper of MECHANICS OF FLUIDS from JAWAHARLAL NEHRU TECHNOLOGICAL UNIVERSITY HYDERABAD for B.Tech MME-MMT II II, April - 2018, R13.

For the solved question paper with answers, switch to the Answer Paper tab.

Other papers in MECHANICS OF FLUIDS

Loading Question Papers

Fetching data from database...