WAVE MOTION
A wave is a disturbance from an
equilibrium condition that travel with finite velocity from one region to
another region of space. Normally the wave is in motion so it is called wave
motion.
Types of Wave:
i. Mechanical Waves or Elastic Waves: The waves which require a material medium for their propagation
are called mechanical waves.
Example:
Water waves, sound waves, wave on spring etc. for the propagation of mechanical
wave, the medium should have three properties; elasticity, inertia and low
damping.
ii.Non-mechanical Waves or Electromagnetic Waves: The waves which do not require a
material medium for their propagation are called electromagnetic waves.
Example: Radio waves, visible and ultraviolet light,
microwaves, x-rays etc.
iii.Matter Waves: The waves which are associated with
the motion of the particles of atomic or subatomic size such as electrons,
protons, etc. are called matter waves.
Types of
mechanical wave:
On the basis of mode of vibration of the particles of the medium, mechanical waves are divided into two types:
(a) Transverse wave and
(b) Longitudinal wave
a. Transverse wave
The wave motion, in which the
particles of the medium vibrate about their mean position at right angle to the
direction of propagation of the wave, is called the transverse wave. These
waves travel in the form of crest and troughs.
Example: Light wave, vibration of string, rods
etc.
b. Longitudinal wave
A wave motion in which the particles
of the medium vibrate about their mean position along the direction of the
propagation of the wave is known as longitudinal wave. These wave travel in the
form of compression and rarefaction.
Example: Sound wave in air, Wave on springs along
length etc.
Some
important terms
Displacement
(y): The displacement of a particle at any time’t’
is the distance it has moved from the mean position at that time. Displacement
can be expressed as the function of time as
y = A sinωt …..(i)
Where A is the amplitude and is
defined as the maximum displacement of the particle on either side of the mean
position.
Particle
velocity (u): The
particle velocity is that with which the particles of the medium vibrate about
their mean position. Taking derivative of equation (i), w.r.t. time t, we get:
\[v =
\frac{{dy}}{{dt}} = A\omega {\rm{ }}cos{\rm{ }}\omega t\]
\Particle velocity (v) = Aω cosωt
Wavelength
(λ): It is defined as
the distance between adjacent identical parts of a wave (that may be crest or
trough) or the linear distance travelled by the vibrating particle in one
complete cycle. It is measured in meter
(m) in S.I. system.
Wave
velocity (v): The wave velocity
is the linear distance travelled per unit time by the wave, which can be
written as:
\[v =
\frac{\lambda }{t}\]
v = λ. f
Time
period (T): It is the time
required for the point to complete one full cycle of its motion. It is denoted
by T.
Wave
frequency (f): The number of
waves produced per second is called frequency of the wave motion. The frequency
of a wave is related to the time period as 1
\[f
= \frac{1}{T}\] (measured in Hz)
Phase,
Phase Difference and Path Difference
Any two points in
the cycle of waveform are said to be in same phase if they are in the same side, equally displaced and oscillating in the same direction. In Fig
points (a & i), (b & j) are in same phase and these points are
separated by an angle 2π, which is called phase
difference.
A linear distance
between two point a and i is λ, which is called path difference.
Relation
between path difference and phase difference
let us take any two points c and e,
which are located at a distance x1 and x2 at which their
phases w.r.t origin are φ1 and φ2; and time to reach the
wave from origin to these points is t1 and t2 respectively,
when path difference λ, phase difference= 2π, path difference 1, phase
difference= 2π/λ, path difference x1, phase difference= φ1
= (2π/λ) x1
Similarly, path difference x2,
phase difference= φ2 = (2π/λ) x2
Hence phase difference between two
points = Δφ = φ2 – φ1 = $\frac{{{\rm{2π }}}}{{{\rm{ λ }}}}$(x2 –x1) = $\frac{{{\rm{2π }}}}{{{\rm{ λ }}}}$Δx
Where, Δx = x2 –x1
is the difference in distance between two points c and e is called their path
difference.
\Phase difference
(Δφ ) =$\frac{{{\rm{2π
}}}}{{{\rm{ λ }}}}$ × path difference (Δx).
Progressive
Wave
A wave which travels continuously in a
medium in the same direction without any change in its amplitude and frequency
is called a progressive wave or a travelling wave. The particles of the medium
execute SHM about their mean position along or perpendicular to the direction
of wave propagation according to its longitudinal or transverse nature.
Equation of a progressive wave
Let us consider a progressive wave travelling from left to right along the positive x-direction starting from O. the equation of motion of a particle at point O at any instant of time‘t’ is given by,
y = a sinѠt
Where 'a' is the
amplitude of wave or particle and Ѡ is the angular velocity of the particles. Let
P is a point at a distance x from O and their phase difference is f,
\[\Phi = \frac{{2\pi x}}{\lambda }\]
Since the
disturbance reaches in later time to the particles to right of O, they start to
vibrate after some time w.r.t. the particle at O and the phase lag goes on increasing
in this direction. Hence the displacement of a particle at P is given by,
y = a sin (Ѡt – f)
= \[a\sin \left( {\omega t - \frac{{2\pi x}}{\lambda }} \right)\]
Here the quantity $\frac{{{\rm{2π }}}}{{{\rm{ λ }}}}$ is a constant for a given wave in a medium
is known as propagation constant or wave number and denoted by k. Hence above
equation can be written as,
\[\begin{array}{l}y{\rm{
}} = {\rm{ }}a{\rm{ }}sin{\rm{ }}\left( {\omega t{\rm{ }}--{\rm{ }}kx} \right)
\ldots \ldots \ldots ..{\rm{ }}\left( i \right)\\ = a\sin
\left( {\frac{{2\pi vt}}{\lambda } - \frac{{2\pi x}}{\lambda }}
\right),\;{\rm{where}},{\rm{ }}v{\rm{ }}is{\rm{ }}the{\rm{ }}velocity{\rm{
}}of{\rm{ }}the{\rm{ }}wave.\\\therefore y = a{\rm{ sin }}\frac{{2\pi }}{\lambda }(vt -
x)........(ii)\\{\mathop{\rm Sin}\nolimits} ce\;\omega = \frac{{2\pi }}{T},\;{\rm{From Equation (i)
y =
a sin(}}\frac{{2\pi }}{T}{\rm{t - }}\frac{{2\pi
}}{T}{\rm{x)}}\\\therefore y = a{\rm{ sin }}2\pi (\frac{t}{T} -
\frac{x}{\lambda }).....(iii)\end{array}\]
Equations i, ii and iii represent a
plane progressive wave equation.
Similarly, a progressive wave travelling in opposite direction i.e. from
right to left
The equation
becomes, \[y{\rm{ }} = {\rm{ }}a{\rm{ }}sin{\rm{ }}\left( {\omega t{\rm{
}}--{\rm{ }}kx} \right) = a{\rm{ sin
}}\frac{{2\pi }}{\lambda }(vt - x) = a{\rm{ sin }}2\pi (\frac{t}{T} -
\frac{x}{\lambda })\]
Principle of Superposition of Waves
It states that,“when a large number of
waves travel through a medium simultaneously, the resultant displacement of any
particle of the medium at any given time is equal to the vector sum of the
displacements due to the individual waves.”
If y1,
y2, y3, …, yn are the displacements due to
waves acting separately, then according to the principle of superposition the
principle of superposition the resultant displacement y, when all the waves act
together is given by:
y = y1 + y2 + y3
+ … + yn, this is the principle of superposition of wave.
Stationary
or Standing wave
When two identical progressive waves having same amplitude, frequency and wavelength travelling in same medium with same speed but in opposite direction superimposed with each other, by their superposition ,a new wave is formed which is called standing wave.
Mathematical Treatment of
Stationary wave
Let us consider two identical
progressive waves of amplitude a, frequency f and having wavelength are
travelling in same medium in opposite direction simultaneously. Then these two
wave equation are given by, y1 = a sin (Ѡt + kx) and y2 = a sin (Ѡt – kx)
Since they are travelling simultaneously,
the new wave is formed by their superposition and resultant displacement of the
particles of medium after their superimposition is given by,
\[\begin{array}{l}y{\rm{
}} = {\rm{ }}{y_1} + {\rm{ }}{y_2}\\y{\rm{ }} = {\rm{ }}a{\rm{ }}\left[
{sin{\rm{ }}\left( {\omega t{\rm{ }} + {\rm{ }}kx} \right){\rm{ }} + {\rm{
}}sin\left( {\omega t{\rm{ }}--{\rm{ }}kx} \right)} \right]\\y = {\rm{
}}2a{\rm{ }}sin\left[ {\frac{{\omega t{\rm{ }} + {\rm{ }}kx + \omega
t{\rm{ -
}}kx}}{2}} \right]\cos \left[ {\frac{{\omega t{\rm{ }} + {\rm{ }}kx -
\omega t{\rm{ + }}kx}}{2}} \right]\\y = 2a{\rm{ }}cos{\rm{
}}kx{\rm{ }}sin{\rm{ }}\omega t{\rm{ }}\end{array}\]
Since initial
waves are sinusoidal wave, their resultant also should be sinusoidal wave.
Here 2acos kx = A
should be the amplitude of the resultant wave
Thus, y=2acos
kx Sin Ѡt= ASin Ѡt
This is the
equation of stationary wave. At a point, k =$\frac{{{\rm{2π }}}}{{{\rm{ λ }}}}$ is constant whereas amplitude of the resultant wave, A = 2a cos kx
changes with x, i.e. amplitude of vibration of the different points is not
constant.
Position
of Nodes:
At nodes amplitudes of the resultant wave, i.e. A=2a cos kx
should be zero and this is possible only when cos kx =0.
Hence at the
distances x = $\frac{{{\rm{ λ
}}}}{{{\rm{ 4 }}}}$, $\frac{{{\rm{ 3λ }}}}{{{\rm{ 4 }}}}$,$\frac{{{\rm{ 5λ }}}}{{{\rm{ 4 }}}}$……. From the boundary, nodes are formed.
Also distance
between any two consecutive nodes =$\frac{{{\rm{ 3λ }}}}{{{\rm{ 4
}}}}$-$\frac{{{\rm{ λ
}}}}{{{\rm{ 4 }}}}$ = $\frac{{{\rm{ λ }}}}{{{\rm{ 2 }}}}$
Position
of Antinodes:
At
antinodes, the amplitude of the resultant wave, i.e. A =2a cos kx should be
maximum and this is possible only when cos kx = ± 1.
\[\begin{array}{l}or,{\rm{
Cos }}\frac{{2\pi x}}{\lambda } = \pm
1\\or,\;{\rm{Cos }}\frac{{2\pi x}}{\lambda } =
\pm 1 = \cos n\pi ;{\rm{ }}\,{\rm{where n = 0,1,2,3}}.....\\or,{\rm{
}}\frac{{2\pi x}}{\lambda } = n\pi \\or,\,{\rm{ }}x = \frac{{n\lambda
}}{2};\end{array}\]
Hence at the
distance x=0, $\frac{{{\rm{ λ
}}}}{{{\rm{ 2 }}}}$, λ, $\frac{{{\rm{ 3λ }}}}{{{\rm{ 2 }}}}$, ….. From the boundary,
antinodes are formed.
Also distance between any two consecutive antinodes =$\frac{{{\rm{ λ }}}}{{{\rm{ 2 }}}}$-0=$\frac{{{\rm{ λ }}}}{{{\rm{ 2 }}}}$......(iii)
This concludes that the distance between two consecutive
nodes or the distance between two consecutive antinodes is equal to =$\frac{{{\rm{ λ }}}}{{{\rm{ 2 }}}}$ and that distance
between node and antinode is $\frac{{{\rm{ λ }}}}{{{\rm{ 4
}}}}$.
Wave
properties
a) Reflection of waves
When the waves
are incident on a boundary between two media, part of energy of incident waves
returns back into the same medium and this phenomenon is called reflection of
waves.
b) Refraction of waves
The bending of
wave due to the change in its speed when it travels from one medium to another medium
is called refraction of sound.
c) Diffraction of waves
The phenomenon of
spreading of the waves when they pass through an aperture or round obstacle is
known as diffraction
d) Interference of waves
When two waves of same frequency and in same phase travel in the same direction along a straight line simultaneously they superpose in such a way that the intensity of the resultant wave is maximum at certain points and minimum at certain other points. This phenomenon is called the interference.