Code: 101305Civil Engineering3rd Semester8 Examination Papers

Introduction to Fluid Mechanics

Official Bihar Engineering University examination question papers, marks distribution, and questions transcript. Available exam sessions: 2025, 2023, 2022, 2018, 2017, 2016, 2015, 2014.

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Official Exam Paper TranscriptB.Tech 3rd Semester Examination, 2025
Bihar Engineering University, Patna
B.Tech 3rd Semester Examination, 2025

Fluid Mechanics

Time: 03 HoursCode: 101305Course: B.TechFull Marks: 70

Instructions:

  1. The marks are indicated in the right-hand margin.
  2. There are NINE questions in this paper.
  3. Attempt FIVE questions in all.
  4. Question No. 1 is compulsory.
Q.1 Choose the correct option / answer the following (Any seven question only):[2 x 7 = 14]
  1. With increase in temperature, viscosity of liquids

    1. Increases
    2. Decreases
    3. Remains same
    4. Becomes zero
  2. Newton's law of viscosity relates

    1. Pressure & velocity
    2. Shear stress & velocity gradient
    3. Density & temperature
    4. Force & area
  3. Pascal's law states that pressure applied to fluid is

    1. Lost
    2. Reduced
    3. Transmitted equally
    4. Increased
  4. Steady flow means

    1. Velocity changes with time
    2. Velocity remains constant with time
    3. Pressure changes
    4. Density changes
  5. Laminar flow occurs at

    1. High Reynolds number
    2. Low Reynolds number
    3. Zero velocity
    4. High pressure
  6. Ideal fluid has

    1. High viscosity
    2. Zero viscosity
    3. High density
    4. Variable pressure
  7. Continuity equation represents

    1. Energy conservation
    2. Mass conservation
    3. Momentum conservation
    4. Pressure variation
  8. Euler's equation is based on

    1. Energy conservation
    2. Momentum conservation
    3. Mass conservation
    4. Heat transfer
  9. Mach number is ratio of

    1. Velocity to sound speed
    2. Pressure to density
    3. Force to area
    4. Density to viscosity
  10. Hagen-Poiseuille law is valid for

    1. Turbulent flow
    2. Laminar flow
    3. Compressible flow
    4. Ideal flow
Q.2 Solve both questions :[14]
  1. Define the following : (i) Mass density (ii) Specific Gravity (iii) Dynamic Viscosity (iv) Capillarity (v) Vapour Pressure.

  2. The dynamic viscosity of oil used for lubrication between a shaft and sleeve is 8 poise. The shaft is of diameter 0.4 m and rotates at 190 rpm. Calculate the power lost in the bearing for a sleeve length of 90mm. The thickness of the oil film is 1.5mm.

Q.3 Solve both questions :[14]
  1. What is manometer? Distinguish between U-tube differential manometer and inverted U-tube differential manometers.

  2. Explain the procedure of finding hydrostatic force on curved surface.

Q.4 Solve both questions :[14]
  1. Distinguish between (i) Study and Unsteady flow (ii) Uniform and non-uniform flow (iii) compressible and incompressible.

  2. If for a two-dimensional potential flow, the velocity potential is given by Ø = x(2y - 1). Determine the velocity at the point P (4, 5). Also determine the value of stream function Ψ at the point P.

Q.5 Solve both questions :[14]
  1. Define the following terms: Velocity potential function, stream function, equipotential line and flow net.

  2. The water is flowing through a pipe having diameters 20cm and 10cm at section 1 and 2 respectively. The rate of flow through pipe is 35 litres/sec. The section 1 is 6m above datum and section 2 is 4m above datum. If the pressure at section 1 is 39.24N/cm². Find the intensity of pressure at section 2.

Q.6 Solve both questions :[14]
  1. Drive an expression for head loss due to sudden enlargement in a pipe flow.

  2. Prove that the maximum velocity in a circular pipe for viscous flow is equal to two times the average velocity of flow.

Q.7 Solve both questions :[14]
  1. At a sudden enlargement of a water main from 240 mm to 480 mm diameter, the hydraulic gradient raises by 10mm. Estimate the rate of flow.

  2. The rate of flow of water through a horizontal pipe is 0.25m³/s. The diameter of the pipe which is 200 mm is suddenly enlarged to 400 mm. The pressure intensity in the smaller pipe is 11.772 N/cm². Determine: (i) Loss of head due to sudden enlargement (ii) Pressure intensity in the large pipe (iii) Power loss due to enlargement.

Q.8 Solve both questions :[14]
  1. Explain the different type of hydraulic similarity that must exists between a prototype and its model.

  2. Drive on the basis of dimensional analysis suitable parameter to present the thrust development by a propeller. Assume that the thrust P depends upon the angular velocity ω, speed of advance V, diameter D, dynamic viscosity μ, mass density ρ, elasticity of the fluid medium which can be denoted by the speed of sound in the medium of C.

Q.9 Write short note on any two of the following:[7 x 2 = 14]
  1. Define the term velocity potential function, stream function, and establish relation between them

  2. State Buckingham's π theorem

  3. Obtain an expression for continuity equation for three dimensional flow

  4. What is capillary? Obtain an expression for capillary rise of a liquid in a glass tube

Related Official Syllabus

Fluid Mechanics

101305

Official BEU curriculum units & topics for this examination subject.

Unit 1.0: Basic Concepts and Definitions

Distinction between a fluid and a solid • Density, Specific weight, Specific gravity • Kinematic and dynamic viscosity • Variation of viscosity with temperature • Newton law of viscosity • Vapour pressure, boiling point, cavitation • Surface tension, capillarity • Bulk modulus of elasticity, compressibility

Unit 2.0: Fluid Statics - Fluid Pressure

Pressure at a point • Pascals law • Pressure variation with temperature, density and altitude • Piezometer, U-Tube Manometer, Single Column Manometer, U-Tube Differential Manometer, Micromanometers, pressure gauges • Hydrostatic pressure and force: horizontal, vertical and inclined surfaces • Buoyancy and stability of floating bodies

Unit 3.0: Fluid Kinematics

Classification of fluid flow: steady and unsteady flow; uniform and non-uniform flow; laminar and turbulent flow; rotational and irrotational flow; compressible and incompressible flow; ideal and real fluid flow; one, two and three dimensional flows • Stream line, path line, streak line and stream tube • Stream function, velocity potential function • One-, two- and three-dimensional continuity equations in Cartesian coordinates

Unit 4.0: Fluid Dynamics

Surface and body forces • Equations of motion: Euler's equation • Bernoulli's equation: derivation • Energy Principle • Practical applications of Bernoulli's equation: venturimeter, orifice meter and pitot tube • Momentum principle • Forces exerted by fluid flow on pipe bend • Vortex Flow: Free and Forced • Dimensional Analysis and Dynamic Similitude: Definitions of Reynolds Number, Froude Number, Mach Number, Weber Number and Euler Number • Buckingham's π-Theorem

Unit 5.0: Laminar Flow

Laminar flow through: circular pipes, annulus and parallel plates • Stoke's law • Measurement of viscosity • Flow through Pipes: Loss of head through pipes, Darcy-Wiesbatch equation, minor losses, total energy equation, hydraulic gradient line • Pipes in series, equivalent pipes, pipes in parallel • Flow through laterals, flows in dead end pipes, siphon • Power transmission through pipes, nozzles • Analysis of pipe networks: Hardy Cross method • Water hammer in pipes and control measures • Branching of pipes, three reservoir problem

View Complete 3rd Semester Syllabus

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