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14 Waves

Chapter 14 discusses the concept of waves, defining wave motion as the transfer of energy and momentum through a medium without the actual movement of particles. It categorizes waves into mechanical (requiring a medium) and non-mechanical (electromagnetic), and further into transverse and longitudinal waves based on particle oscillation direction. The chapter also covers wave properties such as amplitude, wavelength, frequency, and the principle of superposition, along with the derivation of wave speed equations and harmonic frequencies in different mediums.

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0% found this document useful (0 votes)
20 views8 pages

14 Waves

Chapter 14 discusses the concept of waves, defining wave motion as the transfer of energy and momentum through a medium without the actual movement of particles. It categorizes waves into mechanical (requiring a medium) and non-mechanical (electromagnetic), and further into transverse and longitudinal waves based on particle oscillation direction. The chapter also covers wave properties such as amplitude, wavelength, frequency, and the principle of superposition, along with the derivation of wave speed equations and harmonic frequencies in different mediums.

Uploaded by

ehaacorn
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as PDF, TXT or read online on Scribd
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CHAPTER-14: WAVES

Marks: 10
Wave: The disturbance set up in the medium is called wave.
Wave motion: The spreading of a disturbance in a medium with transfer of energy and momentum
without actual movement of particles is called wave motion.
Waves around us: The world is full of waves and we live together with waves of different kinds.
They are sound waves, light waves, microwaves, radio waves, seismic waves, matter waves.

Note:
1. Matter waves: The waves associated with particles in motion are called matter waves.
Ex: Matter waves are associated with fast moving electrons.
Mechanical waves: Waves which require a material medium for their propagation are called
mechanical waves. Ex: Sound waves, seismic waves.
Note: For the propagation of mechanical waves, the medium should have elastic property and
inertia.

Non-mechanical waves or Electromagnetic waves:


Waves which donot require a material medium for their propagation are called non-
mechanical waves.
Ex: Light waves, Radio waves, microwaves.
Note: Electromagnetic waves are produced due to the disturbance in electric and magnetic fields.

Transverse waves: The waves in which the oscillations of a particles are perpendicular to the
direction of wave propagation are called transverse waves. Ex: Electromagnetic waves, waves on a
string, waves on a surface of water.

In a transverse waves crests and troughs are formed

Crest C

Mean positions

Trough T

Longitudinal waves: The waves in which the oscillations of the particles are parallel to the
direction of wave propagation are called longitudinal waves. Ex: Sound waves, seismic waves.

C=Compressions
R=Rarefactions

C R C R C
In a longitudinal waves compressions and rarefactions are formed in the medium. At
compressions density of medium is maximum At rarefaction density of medium is minimum

KIRAN N 1
Note:
1. Mechanical waves can be longitudinal (Ex: sound) or transverse (waves on a string).
Electromagnetic waves are always transverse.
2. Transverse wave cannot propagate inside fluid. Because a fluid cannot sustain a shearing
stress.
3. The longitudinal wave can be propagated in a gas or a liquid.
4. Both longitudinal and transverse waves can be propagated in solid.

Progressive wave:
A wave in which disturbance propagates continuously is called progressive wave.

Expression for displacement of progressive wave (Progressive wave equation):


It is given by y=asin(Kxt)
Where, y=displacement
a=amplitude of a wave
K=angular wavenumber or propagation constant
=angular velocity, (Kxt)=Phase angle
x=change in position along x-axis, t=time
The above equation represents a sinusoidal wave travelling along positive direction of x-axis.
Note:
1. Progressive wave travelling along negative x-direction, then y=asin(Kx+t).
2. If  is the initial angle at x=0 and t=0 then y=a sin(Kxt+)

Graphical representation of progressive wave: The displacement of progressive wave varies


according to the equation y=a sin(Kx-t) as shown


Y
a t
T=0
T T(2)
()
2

Amplitude of a wave (a): The maximum displacement of a particle of a medium from its mean
position is called amplitude.
Phase: The state of vibration of a particle in a medium is called phase.
In above equation, (Kx-t) is the phase or phase angle. It is measured in radian (rad)

Wavelength (): The distance between two consecutive points which are in same phase is called
wavelength. It is measured in metre.

Note:
1. For transverse wave, wavelength is the distance between two consecutive crests or troughs.
2. For longitudinal wave, wavelength is the distance between two consecutive compression or
rarefactions.

KIRAN N 2
Angular wave number or propagation constant (K): It is the number of waves present in unit
length.
2
It can be written as K 

S.I. unit is rad/m or m-1

Period of wave (T): It is the time taken to complete one wave.

Frequency (f or ) : It is the number of waves produced in one second. S.I. unit is S-1 or Hz (hertz).

Derive an expression for speed of progressive wave (Travelling wave):

Consider a progressive wave travelling along positive x-axis


=wavelength, T=time period, f=frequency.
v=velocity of wave, =angular frequency, K=propagation constant
Let, x=distance travelled by a wave in t time,
x
v
t
Phase of a wave at a point A is (Kxt)
Phase of a wave at a point B is [K(x+x)(t+t)]
Since x and t are very very small.
 Phase at B= Phase at A
K(x+x)(t+t)=Kxt
Kx+Kxtt=Kxt
Kx=t
x 

t K

 v
K
2 2
But  and K 
T 
2
v T
2

 1
v but  f
T T
v = f This is the expression for speed of progressive wave.

KIRAN N 3
Expression for speed of transverse wave on a stretched string:
T
v Where, v=sped of transverse wave

T=Tension on the string
= Mass per unit length of string

Derive an expression for Newton’s formula and explain Laplace correction (Derive an
expression for speed of longitudinal wave or sound wave):
The sound waves travel in the form of compression and rarefaction in a medium. Therefore
there is a change in volume and pressure.
Let, P=pressure, V=volume, =density, v=speed of sound,
P= change in pressure, V=change in volume.
But bulk modulus of a medium is given by
 
P  Stress P 
B B   
V  strain V 
V  V 
V P
 B
V
But speed of sound in any medium is
B
v --------------- (1)

When sound travels through air medium, volume and pressure change at constant
temperature. This is called isothermal process.
According to isothermal process PV=constant
Differentiate, PV+VP=0
PV=-VP
VP P
P  B
V V
V
Then , B=P equation (1) becomes
P
V ---------------(2)

This relation was first given by Newton and is known as Newton’s formula
By using above formula, speed of sound at STP is sound that v=280ms-1.
But experimental value is 330 ms-1.
Therefore above formula requires correction, Laplace made a correction
Laplace correction: According to Laplace, volume and pressure of air changes under adiabatic
process
According to adiabatic process PV =constant
Differentiate (PV)=0
PV-1V+VP=0
PV-1V=V
V  P P
P=  
V V V
 1

V
P=B
 B=P

KIRAN N 4
Where,  = specific heat ratio
 Equation (1) becomes
P
V

This is called Newton’s Laplace formula.
For air =1.41, by using above formula, speed of sound at STP is found that V=331.3 ms-1 which
agrees with the measured speed.

Principle of super position: It states that “When two wave pulses overlap, the resultant
displacement is the algebraic sum of the displacements of two wave pulses”
Ex:

Intensity of Wave: It is the energy transported by the wave per second per unit area perpendicular
to direction of propagation. S.I. Unit is JS-1m-2.

Loudness: The amount sensation produced in the ear by the sound is called loudness.
S.I. unit is sone.

Stationary wave or standing waves:


When two identical progressive waves travelling in opposite direction are superposed
stationary waves are formed. They are also called standing waves.
A /2 A

N=Node
N A=Antinode
loop N N

/2

Node: The point at which the amplitude is zero is called node, at nodes the particles are at rest.
Antinode: The point at which the amplitude is maximum is called antinode.


Note: Length of one loop =
2

Derive an expression for equation of stationary wave:


Let y1=a sin(kx-t) and y2= a sin (kx+t) are the two identical progressive waves travelling
in opposite direction to form stationary waves.
According to principle of superposition,
y = y1+y2 where, y=resultant displacement

KIRAN N 5
y = asin(kx-t)+a sin(kx+t)
y=a[sin(kx-t)+sin(kx+t)]
  kx  t  kx  t   kx  t  kx  t 
y= a 2 sin    cos 
  2   2 
 kx   2t 
y  2a sin  2  cos 
 2   2 
y=2a sinkx cost
This is the expression for stationary wave.

Note:
1. 2a sinkx=amplitude of stationary wave.
2. The lowest possible natural frequency of a system is called its fundamental mode or first
harmonic.
3. The frequency of a system above the fundamental mode is called overtone.
Obtain the expression for first three harmonics (Normal modes) of stretched string
(Stationary waves produced in a stretched string):

x=0 x=L x=0 x=L


N N N N
loop loop N
L L
Second harmonic

Consider a stretched string of length ‘L’. The stationary wave equation, y=2a sinkx cost
at nodes, sinkx=0
 Kx=n, where n=0, 1, 2, 3…….
2
but K=

2
 x  n

n
 x
2
If x=L node is formed

 Ln
2
v
W.K.T. v=f,   v=Velocity of sound, f=frequency
f
nv nv nv
L or f  or f n 
2f 2L 2L
v
If n=1, f1  , This is first harmonic (fundamental mode)
2L
2v
If n=2, f2 
2L
v
f2  , This is 2nd harmonic
L
3v
If n=3, f3  this is 3rd harmonic
2L
 In stretched string, f1:f2:f3…….=1:2:3:…………

KIRAN N 6
Obtain the expression for first three harmonics produced in closed pipe [Stationary waves in
closed pipe]:
Consider an air column in a pipe. One end is closed and other end is open. At open end antinode is
formed.
 sinkx=1
 1
 kx=  n   Where n=0, 1, 2, ……..
 2
2 A N
but K 

2  n 1
x   
  2 
 3
 1 L L
x  n   4 4
 2 2
A
x=L, antinode is formed
 1
L  n  
 2 2 N
N
v
but,   v=velocity, f=frequency
f
 1 v
L  n  
 2  2f
 1 v  1 v
f  n   or fn  n  
 2  2L  2  2L
For first harmonic fundamental frequency, n=0
V
 f1 
4L
 1 v 3v
For 2nd harmonic, n=1 f 2  1   
 2  2L 4L
 1 v 5v
For 3rd harmonic, n=2, f3   2   
 2  2L 4L
 f1:f2:f3 ………….. = 1:3:5:……………
In closed pipe only odd harmonics are present

Note: For open pipe (i.e. both ends are open)


v
1st harmonic, f 1 
2L
2v
2nd harmonic, f 2 
2L
3v
3rd harmonic, f 3  etc
2L
 f1:f2:f3……………= 1:2:3………….
nv
i.e. all harmonics are present in open pipe  for open pipe f n 
2L

What are beats?


The waxing and waning of intensity of sound due to superpose of sound waves of nearly
equal frequency are called beats.

KIRAN N 7
Theory of beats: Consider two sound waves of nearly equal frequency but equal amplitude.
i.e. y1=a cos1t and y2 =acos2t, where 1=2f1, 2=2f2
after, superposition, y=y1+y2
y=a cos1t+a cos2t
y=a[cos1t+cos2t]
 1 t   2 t    t  2 t 
y= 2a cos   cos 1 
 2   2 
1  2   2
put  a & 1  b
2 2
 y=2acosat . cosbt
y=2acos(bt) cos(at)
According to above equation, the amplitude of resultant sound wave is not constant.
Therefore the intensity of sound waxes and wanes with an angular frequency.
1   2
b 
2
Where,  b  2f b fb= beat frequency, 1=2f1, 2=2f2
 2fb=2f1-2f2  fb=f1-f2
In general beat frequency is given by fb=f1f2

***********

KIRAN N 8

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