JNTU

JNTU B.Tech II FLUID MECHANICS Previous Question Paper (November/December - 2017 - R15)

B.Tech | II | II-I | R15 | November/December - 2017

Answer PaperPaper Code: 123BKMaximum 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

1.a

What is the difference between cohesion and adhesion?

2 marks

Answer

Cohesion is the intermolecular attraction between molecules of the same substance, which is responsible for surface tension and the formation of droplets. Adhesion is the attraction between molecules of different substances, which causes fluids to wet surfaces or cling to the walls of a container.

1.b

Brief on significance of vapour pressure.

3 marks

Answer

Vapour pressure is the pressure exerted by a vapour in thermodynamic equilibrium with its condensed phases at a given temperature. Its significance in fluid mechanics is primarily related to the phenomenon of cavitation.

When the local pressure of a flowing liquid drops below its vapour pressure, the liquid begins to boil or vaporize at that temperature, forming bubbles of vapour. As these bubbles are carried by the flow into regions of higher pressure, they collapse violently. This process, known as cavitation, causes:

  • Surface pitting and material erosion due to high-pressure shock waves generated during bubble collapse.
  • Significant noise and mechanical vibrations in hydraulic machinery such as pumps and turbines.
  • Reduction in the efficiency and performance of fluid systems by disrupting the flow profile.

Understanding vapour pressure is therefore critical for the design of hydraulic systems to ensure that operating pressures remain safely above the vapour pressure threshold to prevent cavitation damage.

1.c

What is a flow net?

2 marks

Answer

Sign in to view the complete answer paper.

1.d

If stream function exists in a flow problem, does it imply that velocity potential also exists.

3 marks

Answer

Sign in to view the complete answer paper.

1.e

What is the main difference between a notch and a weir?

2 marks

Answer

Sign in to view the complete answer paper.

1.f

State the assumptions used in deriving Bernoullis equation.

3 marks

Answer

Sign in to view the complete answer paper.

1.g

Define Boundary layer thickness.

2 marks

Answer

Sign in to view the complete answer paper.

1.h

Is the flow with in the boundary layer rotational or irrotational? Why?

3 marks

Answer

Sign in to view the complete answer paper.

1.i

Write the laws of fluid friction.

2 marks

Answer

Sign in to view the complete answer paper.

1.j

What are the factors influencing the frictional losses in pipe flow?

3 marks

Answer

Sign in to view the complete answer paper.

Part B

210 marks
a

Derive an expression for total pressure and centre of pressure for a vertically immersed surface.

5 marks

Answer

Sign in to view the complete answer paper.

b

At a certain location in the flow field, pressure equals to 50 m of water column. Obtain the equivalent pressure head in terms of (i) kerosene of specific gravity 0.8 (ii) Carbon tetrachloride of specific gravity 1.5.

5 marks

Answer

Sign in to view the complete answer paper.

OR
310 marks
a

What are manometers? How are manometers classified? What are the advantages of U-tube manometer over the piezometer?

5 marks

Answer

Sign in to view the complete answer paper.

b

A cylindrical tank of 3 m height and 5 cm2 cross sectional area is filled with water up to a height of 2 m and remaining with oil of specific gravity 0.8. The vessel is open to atmosphere. Calculate:

i) Pressure intensity at the interface

ii) Absolute and Gauge pressure on the base of the tank in terms of water head and oil head in terms of N/m2. Take atm Pressure as 1.0132 bar.

5 marks

Answer

Sign in to view the complete answer paper.

410 marks
a

Explain the following:

i) Stream tube

ii) Streak lines.

5 marks

Answer

Sign in to view the complete answer paper.

b

A two dimensional flow is described by the velocity components u = 5x3 and v = -15x2y. Determine the stream function, velocity and acceleration at P(x=1m and Y= 2m).

5 marks

Answer

Sign in to view the complete answer paper.

OR
510 marks
a

Distinguish between:

i) Rotational flow and irrotational flow

ii) Laminar flow and turbulent flow.

5 marks

Answer

Sign in to view the complete answer paper.

b

Deduce the general three dimensional equation of continuity and deduce from it the continuity equation for one dimensional frictionless flow.

5 marks

Answer

Sign in to view the complete answer paper.

610 marks
a

Differentiate between the Eulerian and Lagrangian method of representing fluid motion.

5 marks

Answer

Sign in to view the complete answer paper.

b

An orifice meter is to be fitted into a horizontal pipe 35 cm dia, carrying oil of specific gravity 0.85 for the purpose of flow measurement. The differential head is to be indicated by a U-tube manometer containing mercury (specific gravity = 13.6). If the manometer reading is not to exceed 0.28 m when the flow is 25kg/sec, what should be the diameter of the orifice? Assume Cd = 0.62.

5 marks

Answer

Sign in to view the complete answer paper.

OR
710 marks
a

What is a pitot tube? How is it is used to measure velocity of flow at any point in a pipe or channel?

5 marks

Answer

Sign in to view the complete answer paper.

b

Find the discharge through a trapezoidal notch which is 1 m wide at the top and 0.4 m at the bottom and is 0.3 m in height. The head of water on the notch is 0.2 m. Assume Cd for rectangular portion is 0.62 and for triangular portion is 0.6.

5 marks

Answer

Sign in to view the complete answer paper.

810 marks
a

What do you mean by boundary layer separation? What is the effect of pressure gradient on boundary layer separation?

5 marks

Answer

Sign in to view the complete answer paper.

b

Starting with the Navier-stokes equations of motion for two dimensional incompressible flow, obtain Prandtl’s boundary layer equation.

5 marks

Answer

Sign in to view the complete answer paper.

OR
910 marks
a

What do you understand by the boundary layer? Illustrate with reference to flow over a flat plate?

5 marks

Answer

Sign in to view the complete answer paper.

b

What is meant by magnus effect? Explain.

5 marks

Answer

Sign in to view the complete answer paper.

1010 marks
a

What do you understand about Reynold’s experiments? Explain the results of Reynold’s experiments with the help of graph and represent the laminar and turbulent flow parts on the graph.

5 marks

Answer

Sign in to view the complete answer paper.

b

Derive the formula for calculating for loss of head due to sudden enlargement with a neat sketch.

5 marks

Answer

Sign in to view the complete answer paper.

OR
1110 marks
a

Explain the total energy line and hydraulic gradient line for fluid flow through a piping system.

5 marks

Answer

Sign in to view the complete answer paper.

b

The rate of flow of water through a horizontal pipe is 0.32 m3/s. The diameter of the pipe is suddenly enlarged from 225 mm to 550 mm. The pressure intensity in the smaller pipe is 12.502 N/cm2. Determine: i) loss of head due to sudden enlargement ii) pressure intensity in the large pipe iii) power lost due to enlargement.

5 marks

Answer

Sign in to view the complete answer paper.

About this paper

This page contains the question paper of FLUID MECHANICS from JNTU for B.Tech CE II II-I, November/December - 2017, R15.

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

Other papers in FLUID MECHANICS

Loading Question Papers

Fetching data from database...