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JNTU B.Tech II FLUID MECHANICS I Previous Question Paper (April/May - 2023 - R16)

B.Tech | II | II-I | R16 | April/May - 2023

Answer PaperPaper Code: 133AVMaximum 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 Specific gravity and viscosity.

2 marks

Answer

Specific gravity is the ratio of the density of a fluid to the density of a standard fluid (water at 4°C for liquids). Viscosity is the property of a fluid that offers resistance to shear deformation or flow, representing the internal friction between fluid layers.

b

State Hydrostatic Law and its applications.

3 marks

Answer

The Hydrostatic Law states that the rate of increase of pressure in a vertically downward direction is equal to the specific weight of the fluid at that point, expressed as dP/dz = -ρg. It is used to calculate pressure variations in static fluids, design manometers, and determine forces on submerged surfaces.

c

Differentiate between rotational and irrotational flows.

2 marks

Answer

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d

Define Streak line and write its uses.

3 marks

Answer

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e

Explain how flow rate is measured with a Pitot-tube?

2 marks

Answer

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f

Write the assumptions made for derivation of Bernoulli’s equation.

3 marks

Answer

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g

What is use of Moody’s Chart?

2 marks

Answer

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h

Differentiate total energy line (T.E.L) and hydraulic gradient line (H.G.L).

3 marks

Answer

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i

Write the assumptions made in Navier Stokes equation.

2 marks

Answer

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j

Discuss the phenomenon of separation in a diverging flow.

3 marks

Answer

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Part B

210 marks
a

List out the different types of Manometers. Explain the working principle of Micromanometer with neat sketch.

5 marks

Answer

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b

Calculate the specific weight, density and specific gravity of one litre of a liquid weighs 7 N.

5 marks

Answer

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OR
3

A gauge on the suction side of a pump shows a negative pressure of 0.285 bar. Express this pressure in terms of (a) N/m2 absolute (b) m of water gauge (c) m of oil (sp. gr. 0.85) absolute and (d) cm of mercury gauge. Take atmospheric pressure as 76 cm of mercury and specific gravity of mercury as 13.6.

10 marks

Answer

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410 marks
a

Derive an equation for continuity equation in 3-Dimesional flow with cartesian coordinates from the fundamentals.

5 marks

Answer

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b

A plate having an area of 0.6 m2 is sliding down the inclined plate at 30 degrees to the horizontal with a velocity of 0.36 m/s. There is a cushion of fluid 1.8 mm thick between the plane and the plate. Find the viscosity of the fluid if the weight of the plate is 280 N.

5 marks

Answer

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OR
510 marks
a

Define path line, streak line, and stream line with neat sketches. For what type of flow path line, streak line, and stream lines are identical.

5 marks

Answer

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b

In a two dimensional incompressible flow, the fluid velocity components are given by u = x – 4y and v = -y – 4x. Show that velocity potential exists and determine its form. Find also the stream function.

5 marks

Answer

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610 marks
a

An oil of specific gravity 0.85 is flowing through a venturi meter having inlet diameter 30cm and throat diameter 15cm. The oil mercury differential manometer shows a reading of 40cm. Calculate the discharge of oil through the horizontal venturi meter. Take Cd as 0.98.

5 marks

Answer

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b

What are the assumptions made in deriving Euler’s equation and state its applications.

5 marks

Answer

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OR
710 marks
a

State Bernoulli’s equation and derive it for flow along a streamline.

5 marks

Answer

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b

The diameters of a pipe at the sections 1 and 2 are 10 cm and 15 cm respectively. Find the discharge through the pipe if the velocity of water flowing through the pipe section 1 is 5 m/s. determine also the velocity at section 2.

5 marks

Answer

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810 marks
a

Explain characteristics of laminar and turbulent flows.

5 marks

Answer

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b

Explain pipes in parallel and pipes in series.

5 marks

Answer

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OR
910 marks
a

Two pipes each 300 m long are available for connecting to a reservoir from which a flow of 0.085 m3/s is required. If the diameters of the two pipes are 0.30 m and 0.15 m respectively, determine the ratio of the head lost when the pipes are connected in series to the head lost when they are connected in parallel. Neglect minor losses.

5 marks

Answer

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b

Explain the factors influencing the frictional loss in pipe flow.

5 marks

Answer

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10

A thin flat plate 0.3 m wide and 0.6 m long is suspended and exposed parallel to air flowing with a velocity of 4m/s. Calculate drag force on both sides of the plate when the 0.3 m edge is oriented parallel to free stream. Consider flow to be laminar and assume that for air: nu = 0.18 stokes and rho = 1.2 kg/m3.

10 marks

Answer

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OR
1110 marks
a

Discuss the Characteristics of boundary layer along a thin flat plate with neat sketch.

5 marks

Answer

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b

Find the displacement thickness, the momentum thickness and energy thickness for the velocity distribution in the boundary layer given by u/U = 2 (y/ delta) – (y/ delta)^2.

5 marks

Answer

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This page contains the solved question paper with answers of FLUID MECHANICS I from JNTU for B.Tech CE II II-I, April/May - 2023, R16.

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