Fluid Mechanics Study Material For RRB JE Civil Engineering Exam Free Download PDF CivilEnggForAll Exclusive

CONTENTS

  • INTRODUCTION TO FLUID
  • FLUID PROPERTIES
  • VISCOSITY
  • SURFACE TENSION
  • CAPILLARITY
  • PRESSURE MEASUREMENT DEVICES
  • FLUID STATICS
  • HYDROSTATIC FORCES ON CURVED SURFACES
  • STABILITY OF SUBMERGED BODY
  • FLUID KINEMATICS
  • PATH LINE
  • STREAK LINE
  • VORTICITY
  • FLUID DYNAMICS
  • FREE VORTEX
  • FORCED VORTEX
  • FLOW THROUGH BRANCHED PIPES
  • POWER TRANSMISSION THROUGH LINE
  • LAMINAR FLOW BETWEEN TWO PARALLEL PLATES
  • TURBULENT FLOWS
  • BOUNDARY LAYER THEORY

Fluid

Fluid is a substance which has the property tendency to  flow under the action of shear and tangential forces.  Liquids and gases both are fluids. 

Ideal and Real fluids: 

  • In ideal fluids, there is no viscosity and no surface  tension and are incompressible. 
  • In real fluids, viscosity, surface tension together exists and are compressible along with density.

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RHEOLOGY

It is the branch of science in which we study about different  types of fluids

  • Newtonian: Water, air 
  • Dilatent: Butter, starch solution 
  • Psuedo plastic: Paints
  • Bingham plastic: Gel, cream 
  • Thixotropic: Printer’s ink and enamel
Rheology

VISCOSITY

It is the property of fluid by virtue of which one layer resists the  motion of another adjacent layer. i.e. its resistance to shearing  stress

SURFACE TENSION

Cohesive and Adhesive forces:  Cohesive forces are intermolecular attraction of forever between  molecular of same liquid/fluid.  Adhesive forces are attractive forces between the molecular of a  liquid/fluid and the molecular of a solid boundary surface in  contact. 

  1. Property of a liquid. 
  2. The basic cause of surface tension is the presence of  cohesive forces. 
  3. It is a property by virtue of which liquids want to minimize  their surface area up to maximum extent.

CAPILLARITY 

When a tube of very fine diameter is immersed in a liquid, there  will be rise or fall of liquid level in the tube depending upon  whether the liquid is wetting with the tube or non-wetting.  The rise or fall of liquid level in the tube is a phenomenon known  as capillarity.

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FLUID KINEMATICS 

  • There are two approaches to kinematics of a fluid flow i.e.  Lagrangian approach and Eularian approach.
  • In classical fluid mechanics, Eularian approach is considered. 

Different Types of Flow  

  • Steady flow  If the properties in the flow are not changing with respect to  time, such a flow is known a steady flow. 
  • Uniform flow  If the properties (velocity at any given time) is not changing  with respect to space, such a flow is known as uniform flow. 
  • Incompressible flow  If the density of the fluid doesn’t change with respect to  pressure, the flow is known as incompressible flow. 
  • Rotational and Irrotational flow  If the fluid particles are rotating about their centre of mass,  the flow is known as rotational flow. If the fluid particles  aren’t rotating about their centre of mass, the flow is known  as irrotational flow.

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BOUNDARY LAYER THEORY 

  • The concept of boundary layer was first introduced by L. Prandtl. 
  • Boundary layer is a layer in the vicinity of the surface with  large velocity gradients existing in it. 
  • Velocity within the boundary layer increases from zero to  main stream velocity on assumptions
Boundary Layer Theory

SYPHON 

  1. Siphon is a long bend pipe used in carrying water from a  reservoir at higher level to another reservoir at lower level. 
  2. The height point of siphon is called summit. 
  3. No section of the pipe will be more than 7.6 m above the  hydraulic gradient line. 
  4. When absolute pressure of water becomes less than 2.7 m  gases come out from water and get collected at the summit  thereby providing an obstruction to flow.

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