Classical and Quantum Waves Flashcards
longitudinal
if the oscillation of the medium’s particles is in the same direction as the propagation of the wave.
transverse
if the oscillation of the medium’s particles is perpendicular to that of the wave propagation
periodic waves
those which can be closely modeled by a simple harmonic oscillator
properties to characterise waves by
wave speed
wavelength
period
frequency
angular frequency
wave number
amplitude
for wave travelling along a straight line alligned along x-axis
if take photograph of wave at time t=0, transverse motion of any point is described by
y(x)=Asin(2pix/lambda)
spatial frequency
term 2pi/lambda of the wave, commonly known as the wave number
SI unit radm^-1
generalising transverse motion of wave equation to cover all potential times
y=Asin[2pi/lambda(x-vt)]
most common form of wave equation
y=Asin(kx-wt)
argument of the sin function in wave equation
phase of the wave
wave speed
v=flambda = w/k = dx/dt
definition of simple harmonic oscillator
transverse acceleration is proportional to displacement
one-dimensional wave equation
d2y/dx2 = 1/v^2 d2y/dt2
speed of a wave is determined by
the tension in the string and the mass per unit length (aka linear mass density)
increasing the tension
increases the restoring forces that tend to straighten the string when it is disturbed, increasing the wave speed
if you increase the mass per unit length
the motion becomes more sluggish and so speed drops
derivation of specific wave disturbance - proving vy is constant.
mass string negligible
at t=0 constant Fy at LHS
wave constant speed, point p moves with p
all point left of p move with vy
impulse =Fyt
no initial momentum so Fyt=mvy
since p moving, total moving mass, m prop to t
change in momentum must be associated with increasing mass so vy is constant.
derivation of a specific wave disturbance - proving v=sqrt(F/mu)
at t lhs moved up vyt, P moved horizontal distance vt
net tension lhs is sqrt(F^2+Fy^2) >F
2 similar triangles: Fy/F=vyt/vt
transverse impulse: Fyt=vy/v Ft
moving mass m=muvt
transverse momentum = mvy = muvtvy
equate with transverse impulse and rearrange
derivation: generalised approach
mass of segment = mu delta x
horizontal forces equal and opposite
slope at end = F1y/F at other end = F2y/F
F1y/F = -dy/dx, F2y/F=dy/dx
Fy=F1y+F2y
apply newton 2
let delta x go to 0
string to the left of point a exerts
a force on the string to the right of it
and vice versa
Fy(x,t) must be negative when
the slope is positive
when point a moves in the y directions, Fy(x,t)…
does work on this point and therefore transfers energy into the part of the string to the right of a
power=
Fv
=Fy(x,t)vy(x,t)
power in the string is the
instantaneous rate at which energy is transferred along the strong at position x and time t
how to get to Pmax
from standard transverse wave expression
sub into eqn
max is whatever is infront of sin/cos terms
the average of a cos^2 term is
half of the max
reflection at a fixed end would result in
y=-Asin(kx+wt)
direction and displacement of the waves are reversed
if reflection is at end free to move in transverse direction, what wave function do we get
y=Asin(kx+wt)
if waves travelling in two directions along a string, when they meet the net result is
the mathematical sum of the interacting waves
when sinusoidal waves are reflected and interact
they will create standing waves
two waves of equal amplitude, frequency, wavelength and speed but travelling in opposite direction along string aligned along the x-axis
net effect is a wave which does not travel in the x-direction
disturbance remains in place with amplitude varying with time
anti-nodes
points where standing waves meet perfectly in phase
where you get maximum transverse displacement
nodes
points where standing waves meet perfectly out of phase
points of zero transverse motion
to derive an expression for the standing wave we
add the expressions for the individual travelling waves
standing waves do not transfer energy although
energy does oscillate back and forth between adjacent nodes and anti-nodes
locations of nodes
ysw=0 for all t
when sin(kx)=0 so kx=npi
x=npi/k = nlambda/2
plucking a string produces a wave which
reflects and re-reflects off the fixed ends, setting up a standing wave
standing wave then produces a sound wave in air with frequency determined by
the properties of the string
mathematical description for wave fixed at both ends
y=0 for x=0 and y=0 for x=L
adjacent nodes are separated by a distance of
lambda/2
length of string (fixed at both ends) must always be
integer multiple of half wavelengths
L=nlambda/2
f=v/lambdan = nv/2L
lowest possible frequency when n=1 corresponds to
the largest possible wavelength
f1=v/2L so lambda=2L
f1 is known as the
fundamental frequency
the frequencies fn are known as
harmonics
series of such frequencies is known as a harmonic series
difference in harmonics or overtones
f2 is second harmonic, first overtone
f3 is third harmonic, second overtone
etc
fundamental frequency is sometimes referred to as
the first harmonic
a normal mode of an oscillating system is a
motion in which all particles of the system move sinusoidally with the same frequency
for a system of string length L, fixed at both ends, each of the frequencies given by fn=nf1 corresponds to
a possible normal-mode pattern
if we displace a string so that its shape was the same as one of the normal mode patterns and then release it
the string would vibrate with the frequency of that mode
would displace surrounding air with same frequency producing travelling sinusoidal wave
ears would hear a pure tone
actual generated sound is
a superposition of travelling sinusoidal waves which is heard as a rich, complex tone with fundamental frequency f1
harmonic analysis
can represent every possible motion of the string as some superposition of normal modes motions
finding this representation for a given vibration pattern is the harmonic analysis
fourier series
sum of sinusoidal functions that represents a complex wave
in case of two waves of equal amplitude interacting, can rewrite standing wave function as
replacing 2A with An which is amplitusde of the nth standing wave
fourier’s therorem states
that any periodic function with period 2pi/w can be described by the addition of normal modes with varying amplitudes
fourier series at t=0
cos term disappears
this is spatial profile of string
can be analysed by an infinite series of sine functions
fourier series at x=0
sin term disapperas
infinite series of cosine functions