Topics
Physical World
Units and Measurements
- The International System of Units (SI)
- Measurement of Length
- Accuracy, Precision and Least Count of Measuring Instruments
- Errors in Measurements>Systematic Errors
- Significant Figures
- Dimensions of Physical Quantities
- Dimensional Formulae and Dimensional Equations
- Dimensional Analysis and Its Applications
- Need for Measurement
- Units of Measurement
- Derived Quantities and Units
- Length, Mass and Time Measurements
- Introduction of Units and Measurements
Physical World and Measurement
Motion in a Straight Line
- Position, Path Length and Displacement
- Average Velocity
- Instantaneous Velocity
- Instantaneous Speed
- Kinematic Equations for Uniformly Accelerated Motion
- Acceleration in Linear Motion
- Elementary Concept of Differentiation and Integration for Describing Motion
- Uniform and Non-uniform Motion
- Uniformly Accelerated Motion
- Position-time, Velocity-time and Acceleration-time Graphs
- Position - Time Graph
- Relations for Uniformly Accelerated Motion (Graphical Treatment)
- Introduction of Motion in One Dimension
- Motion in a Straight Line
Kinematics
Laws of Motion
Motion in a Plane
- Vector Analysis
- Multiplication of Vectors by a Real Number or Scalar
- Vector Operations>Addition and Subtraction of Vectors
- Resolution of Vectors
- Vector Addition – Analytical Method
- Motion in a Plane
- Equations of Motion in a Plane with Constant Acceleration
- Uniform Circular Motion (UCM)
- Vector
- Instantaneous Velocity
- Rectangular Components
- Scalar (Dot) and Vector (Cross) Product of Vectors
- Relative Velocity in Two Dimensions
- Cases of Uniform Velocity
- Cases of Uniform Acceleration Projectile Motion
- Acceleration in Linear Motion
- Angular Velocity
- Introduction of Motion in One Dimension
Work, Energy and Power
Laws of Motion
- Aristotle’s Fallacy
- The Law of Inertia
- Newton's First Law of Motion
- Newton’s Second Law of Motion
- Newton's Third Law of Motion
- Conservation of Momentum
- Equilibrium of a Particle
- Common Forces in Mechanics
- Circular Motion and Its Characteristics
- Solving Problems in Mechanics
- Types of Friction>Kinetic Friction
- Laws of Friction
- Inertia
- Intuitive Concept of Force
- Dynamics of Uniform Circular Motion - Centripetal Force
- Examples of Circular Motion (Vehicle on a Level Circular Road, Vehicle on a Banked Road)
- Lubrication - (Laws of Motion)
- Law of Conservation of Linear Momentum and Its Applications
- Types of Friction>Rolling Friction
- Introduction of Motion in One Dimension
Motion of System of Particles and Rigid Body
Work, Energy and Power
- Introduction of Work, Energy and Power
- Notions of Work and Kinetic Energy: the Work-energy Theorem
- Mechanical Energy > Kinetic Energy (K)
- Types of Forces>Work Done by a Variable Force
- Concept of Work
- Mechanical Energy > Potential Energy (U)
- Conservation of Mechanical Energy
- Potential Energy of a Spring
- Concept of Power
- Collisions
- Types of Forces>Conservative and Non-Conservative Forces
System of Particles and Rotational Motion
- Motion - Rigid Body
- Centre of Mass>Mathematical Understanding of Centre of Mass
- Motion of Centre of Mass
- Linear Momentum of a System of Particles
- Vector Product of Two Vectors
- Angular Velocity and Its Relation with Linear Velocity
- Torque and Angular Momentum
- Equilibrium of Rigid Body
- Moment of Inertia
- Theorems of Perpendicular and Parallel Axes
- Kinematics of Rotational Motion About a Fixed Axis
- Dynamics of Rotational Motion About a Fixed Axis
- Angular Momentum in Case of Rotation About a Fixed Axis
- Rolling Motion
- Momentum Conservation and Centre of Mass Motion
- Centre of Mass of a Rigid Body
- Centre of Mass of a Uniform Rod
- Rigid Body Rotation
- Equations of Rotational Motion
- Comparison of Linear and Rotational Motions
- Values of Moments of Inertia for Simple Geometrical Objects (No Derivation)
Gravitation
Gravitation
- Kepler’s Laws
- Newton's Universal Law of Gravitation
- The Gravitational Constant
- Acceleration Due to Gravity of the Earth
- Acceleration Due to Gravity Below and Above the Earth's Surface
- Variation in the Acceleration>Variation in Gravity with Altitude
- Expression for Gravitational Potential Energy
- Escape Speed
- Earth Satellites
- Binding Energy of an Orbiting Satellite
- Geostationary and Polar Satellites
- Weightlessness
- Escape Velocity
- Orbital Velocity of a Satellite
Properties of Bulk Matter
Thermodynamics
Mechanical Properties of Solids
Behaviour of Perfect Gases and Kinetic Theory of Gases
Mechanical Properties of Fluids
- Thrust and Pressure
- Pascal’s Law
- Variation of Pressure with Depth
- Atmospheric Pressure and Gauge Pressure
- Hydraulic Machines
- Streamline and Turbulent Flow
- Applications of Bernoulli’s Equation
- Viscous Force or Viscosity
- Reynold's Number
- Surface Tension
- Effect of Gravity on Fluid Pressure
- Terminal Velocity
- Critical Velocity
- Excess of Pressure Across a Curved Surface
- Introduction of Mechanical Properties of Fluids
- Archimedes' Principle
- Stoke's Law
- Equation of Continuity
- Torricelli's Law
Thermal Properties of Matter
- Temperature and Heat
- Measurement of Temperature
- Absolute Zero and Absolute Temperature
- Thermal Expansion
- Specific Heat Capacity
- Calorimetry
- Latent Heat
- Conduction
- Convection
- Radiation
- Newton’s Law of Cooling
- Qualitative Ideas of Black Body Radiation
- Wien's Displacement Law
- Stefan's Law
- Anomalous Expansion of Water
- Liquids and Gases
- Thermal Expansion of Solids
- Green House Effect
Oscillations and Waves
Thermodynamics
- Thermal Equilibrium
- Measurement of Temperature
- Heat, Internal Energy and Work
- First Law of Thermodynamics
- Specific Heat Capacity
- Thermodynamic State Variables and Equation of State
- Thermodynamic Process
- Heat Engine
- Refrigerators and Heat Pumps
- Second Law of Thermodynamics
- Reversible and Irreversible Processes
- Carnot Engine
Kinetic Theory
- Molecular Nature of Matter
- Gases and Its Characteristics
- Equation of State of a Perfect Gas
- Work Done in Compressing a Gas
- Introduction of Kinetic Theory of an Ideal Gas
- Interpretation of Temperature in Kinetic Theory
- Law of Equipartition of Energy
- Specific Heat Capacities - Gases
- Mean Free Path
- Kinetic Theory of Gases - Concept of Pressure
- Assumptions of Kinetic Theory of Gases
- RMS Speed of Gas Molecules
- Degrees of Freedom
- Avogadro's Number
Oscillations
- Periodic and Oscillatory Motion
- Simple Harmonic Motion (S.H.M.)
- Simple Harmonic Motion and Uniform Circular Motion
- Velocity and Acceleration in Simple Harmonic Motion
- Force Law for Simple Harmonic Motion
- Energy in Simple Harmonic Motion
- Some Systems Executing Simple Harmonic Motion
- Damped Simple Harmonic Motion
- Forced Oscillations and Resonance
- Displacement as a Function of Time
- Periodic Functions
- Oscillations - Frequency
- Simple Pendulum
Waves
- Reflection of Transverse and Longitudinal Waves
- Displacement Relation for a Progressive Wave
- The Speed of a Travelling Wave
- Principle of Superposition of Waves
- Introduction of Reflection of Waves
- Standing Waves and Normal Modes
- Beats
- Doppler Effect
- Wave Motion
- Speed of Wave Motion
- Streamline flow
- Laminar flow
- Turbulent flow
Notes
STREAMLINE FLOW:
The flow of a fluid is said to be steady if, at any point, the velocity of each passing fluid particle remains constant within that interval of time.
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Streamline is the path followed by the fluid particle.
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It means that at any particular instant the velocities of all the particles at any point are the same. But the velocity of all the particles won’t be the same across all the points in the space.
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Steady flow is termed as ‘Streamline flow’ and ‘Laminar flow’.
Consider a case when all the particles of fluid passing point A have the same velocity. This means that the first particle will have velocity V1 and second will have velocity V1 and so on. All the particles will have the same velocity V1at point A.
At point B, all particles will have velocity V2.
Similarly, at point C the velocity of all the particles is V3.
We can see that the velocity is changing from point to point but at one particular point, it is the same.
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No two streamlines can intersect.
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If two streamlines intersect each other, the particles won’t know which path to follow and what velocity to attain. That is why no two streamlines intersect.

Equation of Continuity
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According to the equation of continuity Av = constant. Where A =cross-sectional area and v=velocity with which the fluid flows.
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It means that if any liquid is flowing in streamline flow in a pipe of non-uniform cross-section area, then the rate of flow of liquid across any cross-section remains constant.
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Consider a fluid flowing through a tube of varying thickness.
Let the cross-sectional area at one end (l) = A1 and cross-sectional area of other end (ll) = A2
The velocity and density of the fluid at one end (l) = `v_1`,`rho_1` respectively velocity and density of the fluid at other end (ll) = `v_2,rho_2`
Volume covered by the fluid in a small interval of time `Delta"t"`, across left cross-sectional area(l) `="A"_1"xv"_1"x"Delta"t"`
Volume covered by the fluid in a small interval of time `Delta"t"`, across left cross-sectional area(ll) `="A"_2"xv"_2"x"Delta"t"`
Fluid inside is incompressible (volume of fluid doesnot change by applying pressure) that is density remains same
`rho_1 = rho_2` ...(1)
Along(l) mass = `rho_1A_1v_1Delta"t"` and along second point (ll) mass = `rho_2A_2v_2Delta"t"`
By eq (1), we can conclude that `"A"_1"v"_1="A"_2"v"_2`. This is the equation of continuity.
From Equation of continuity, we can say that Av=constant.
This equation is also termed as “Conservation of mass of incompressible fluids”.
Conclusion:
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The volume flux/Flow rate remains constant throughout the pipe. This means the rate of flow of fluid of liquidis is more if the cross-sectional area is more, then the velocity will be less, and vice-versa.
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But the Av will remain constant.
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So the volume which is covered by the fluid at any cross-sectional area is constant throughout the pipe even if the pipe has different cross-sectional areas.
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The fluid is accelerated while passing from the wider cross-sectional area towards the narrower area. This means if the area is more the velocity is less and vice-versa.
Problem:- The cylindrical tube of a spray pump has a cross-section of 8.0cm2 one end of which has 40 fine holes each of diameter 1.0mm. if the liquid flow inside the tube is 1.5m min-1, what is the speed of the ejection of the liquid through the holes?
Answer:
Area of cross-section of the spray pump, `"A"_1`= 8cm2 = 8 x 10-4m2
number of holes, n=40
Diameter of each hole, d = 1mm = 1 x 10-3m
Radius of each hole, r = d/2 = 0.5 x 10-3m
Area of cross section of each hole, `a=pir^2 = pi(0.5xx10^-3)^2m^2`
Total area of 40 holes, `"A"_2=nxxa=40xxpi(0.5xx10^-3)^2m^2`
`=31.41 xx 10^-6m^2`
speed of flow of liquid inside the tube , `"V"_1=1.5 m//min = 0.025 m//s`
speed of ejection of liquid through the holes = `"V"_2`
According to the law of continuity we have:
`"A"_1"V"_1="A"_2"V"_2`
`"V"_2=("A"_1"V"_1)/"A"_2`
`=(8xx10^-4xx0.025) 31.61xx10^-6`
`=0.633 m//s`
Turbulent Flow:
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Fluid flow is said to be turbulent if the velocity of the particles varies at any point erratically.
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This means fluid particles are moving here and there, they are not moving in an organised manner. They all will have different velocities.
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Eddies are generated by this flow. Eddies are the same as ripples.
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All the particles are moving here and there randomly.

