JAWAHARLAL NEHRU TECHNOLOGICAL UNIVERSITY HYDERABAD

JAWAHARLAL NEHRU TECHNOLOGICAL UNIVERSITY HYDERABAD B.Tech II Year FLUID MECHANICS AND OPEN CHANNEL HYDRAULICS Previous Question Paper (April/May - 2018 - R13)

B.Tech | II Year | I Semester | R13 | April/May - 2018

Answer PaperPaper Code: 113AGMaximum 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.

PART - A

125 marks
a

Discuss the classification of fluids.

2 marks

Answer

Fluids are classified into five main types based on their behavior under shear stress: Ideal fluids (incompressible and zero viscosity), Real fluids (possess viscosity), Newtonian fluids (obey Newton's law of viscosity), Non-Newtonian fluids (do not obey Newton's law), and Ideal plastic fluids (shear stress is more than yield value and proportional to velocity gradient).

b

Distinguish between Eularian and Legrangian approach.

3 marks

Answer

In the Lagrangian approach, the focus is on the motion of an individual fluid particle as it moves through space and time. In the Eulerian approach, the focus is on a fixed point in space where the velocity, pressure, and density of the fluid passing through that point are observed over time.

c

Distinguish between Kinematics and Dynamics.

2 marks

Answer

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d

Explain different forms of energy in fluid flow.

3 marks

Answer

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e

Define various hydraulic coefficients.

2 marks

Answer

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f

Distinguish between orifice and mouthpiece.

3 marks

Answer

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g

What is meant by equivalent size of a pipe?

2 marks

Answer

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h

Describe different types of similarities.

3 marks

Answer

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i

Explain the phenomenon behind the formation of hydraulic jump.

2 marks

Answer

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j

Explain the velocity distribution in open channels.

3 marks

Answer

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PART - B

2

Explain how the centre of pressure of a compound section is determined. Draw a neat sketch and explain.

10 marks

Answer

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OR
3

Write about (a) Classification of Manometers (b) Surface Tension and (c) Vapour pressure.

10 marks

Answer

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4

Describe the principle and working of Venturimeter with a neat sketch. Derive the discharge equation of it.

10 marks

Answer

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OR
5

Write about (a) Boundary Layer separation and control of it and (b) Laminar and Turbulent boundary layer thickness.

10 marks

Answer

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6

What is the advantage of Triangular notch over a Rectangular notch? Derive an expression for discharge through a triangular notch.

10 marks

Answer

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OR
7

Derive an expression for loss of head of a liquid flowing through a pipe.

10 marks

Answer

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8

Explain (a) Pipes in series and pipes in parallel (b) Reynolds and Froud’s number and (c) Transmission of power through pipes.

10 marks

Answer

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OR
9

Derive Chezy’s equation. Also give different equations developed for Chezy’s constant.

10 marks

Answer

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10

Derive condition for maximum discharge in respect of a circular channel section.

10 marks

Answer

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OR
11

Derive the condition for best side slope for a Trapezoidal channel section.

10 marks

Answer

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About this paper

This page contains the question paper of FLUID MECHANICS AND OPEN CHANNEL HYDRAULICS from JAWAHARLAL NEHRU TECHNOLOGICAL UNIVERSITY HYDERABAD for B.Tech AG II Year I Semester, April/May - 2018, R13.

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