JAWAHARLAL NEHRU TECHNOLOGICAL UNIVERSITY HYDERABAD

JAWAHARLAL NEHRU TECHNOLOGICAL UNIVERSITY HYDERABAD B.Tech II MECHANICS OF FLUIDS AND HYDRAULIC MACHINES Previous Question Paper (September/October - 2023 - R13)

B.Tech | II | II-II | R13 | September/October - 2023

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

Note: i) Question paper consists of Part A, Part B. ii) Part A is compulsory, which carries 25 marks. In Part A, answer all questions. iii) In Part B, Answer any one question from each unit. Each question carries 10 marks and may have a, b as sub questions.

PART - A

125 marks
a

Define mass density and specific weight.

2 marks

Answer

Mass density (ρ) is defined as the mass per unit volume of a fluid. Specific weight (w or γ) is defined as the weight per unit volume of a fluid, calculated as the product of mass density and acceleration due to gravity (ρg).

b

What is pitot tube?

3 marks

Answer

A Pitot tube is a simple device used to measure the local velocity of flow at any point in a pipe or channel. It works on the principle of converting kinetic energy into pressure energy by bringing the fluid to rest at a stagnation point.

c

What do you understand by hydrostatic law?

2 marks

Answer

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d

What is the physical significance of Reynold’s number?

3 marks

Answer

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e

Write down the expression for capillary fall.

2 marks

Answer

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f

Explain displacement thickness.

3 marks

Answer

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g

What is the need for priming in pump?

2 marks

Answer

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h

Differentiate between impulse turbine and reaction turbine?

3 marks

Answer

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i

What is the function of impeller?

2 marks

Answer

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j

Define slip of reciprocating pump.

3 marks

Answer

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PART - B

210 marks
a

Determine the specific gravity of fluid having dynamic viscosity 0.05 poise and kinematic viscosity is 0.035 stokes.

5 marks

Answer

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b

Define pressure. Obtain an expression for the pressure intensity at a point in a fluid.

5 marks

Answer

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OR
310 marks
a

Explain surface tension and capillarity with examples.

5 marks

Answer

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b

Compute the pressure of water in the pipe, if U-tube mercury manometer is connected to a pipeline conveying water at 0.7m below the centre of pipe and the other leg (right leg) is open to atmosphere. The level of mercury in the right leg is 0.2m below the centre of pipe and the space above mercury in the right leg contains oil of specific gravity 0.9 to a height of 0.3m.

5 marks

Answer

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410 marks
a

Water is flowing through a pipe of 5 cm diameter under a pressure of 29.43 N/cm² and with mean velocity of 2m/sec. Find the total head or total energy/unit weight of water at a cross section which is 5m above datum line.

5 marks

Answer

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b

Write Euler’s equation of motion long a streamline and integrate it to obtain Bernoulli’s equation. State all assumptions made.

5 marks

Answer

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OR
510 marks
a

An oil of viscosity 0.1N/m² and relative density 0.9 is flowing through a circular pipe of diameter 50mm and of length 300mm. The rate of flow of fluid through the pipe is 3.5litre/sec. find the pressure drop in a length of 300m.

5 marks

Answer

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b

What are the losses experienced by a fluid when it is passing through a pipe?

5 marks

Answer

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610 marks
a

What is boundary layer and give its significance with the diagram?

5 marks

Answer

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b

A pitot-tube is inserted in a pipe of 300mm diameter. The static pressure in pipe is 100mm of mercury (vacuum). The stagnation pressure at the center of the pipe, recorded by the pitot tube is 0.981N/cm² . Calculate the rate of flow of water through pipe, if the mean velocity of flow is 0.85 times the central velocity. Take Cv = 0.98.

5 marks

Answer

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OR
710 marks
a

Obtain an expression for head loss due to friction in the pipe. List all the assumptions made in the derivation.

5 marks

Answer

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b

A bend in a pipeline conveying water gradually reduces from 0.6 m to 0.3 m diameter and deflects the flow through an angle of 60°. At the larger end the gauge pressure is 171.675 kN/m² . Determine the magnitude and direction of the force exerted on the bend when the flow is 876 litres/s.

5 marks

Answer

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810 marks
a

Draw main characteristic curves of hydraulic turbine.

5 marks

Answer

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b

A Pelton wheel is to be designed for the following specifications. Shaft power = 11772 kw, Head = 380 m, speed = 750 rpm, overall efficiency = 86%, jet diameter not to exceed 1/6 of wheel diameter. Determine i) Wheel diameter ii) Number of jets required iii) Diameter of jet. Coefficient of viscosity = 0.985, speed ratio = 0.45.

5 marks

Answer

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OR
910 marks
a

With the help of neat diagram explain the construction and working of a radial flow reaction turbine.

5 marks

Answer

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b

A jet of water of diameter 10cm strikes a flat plate normally with a velocity of 15m/sec. The plate is moving with a velocity of 6m/sec in the direction of jet and away from it. Find i) force exerted by the jet on the plate ii) work done by jet on plate/sec. iii) power of the jet

5 marks

Answer

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1010 marks
a

Derive an expression for specific speed for pump.

5 marks

Answer

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b

Explain the design of multistage centrifugal pump for high heads.

5 marks

Answer

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OR
1110 marks
a

A double acting reciprocating pump running at 40 rpm is discharging 1.0 m³/minute. The pump has a stroke of 400 mm. The diameter of the piston is 200mm. The delivery and suction heads are 20m and 5m respectively. Find the slip of the pump and power required to drive the pump.

5 marks

Answer

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b

Explain important types of characteristic curves for turbine.

5 marks

Answer

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About this paper

This page contains the question paper of MECHANICS OF FLUIDS AND HYDRAULIC MACHINES from JAWAHARLAL NEHRU TECHNOLOGICAL UNIVERSITY HYDERABAD for B.Tech ME II II-II, September/October - 2023, R13.

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