Title | Waves Revision Notes |
---|---|
Course | Foundation Physics |
Institution | Queen's University Belfast |
Pages | 3 |
File Size | 88.1 KB |
File Type | |
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Total Views | 150 |
PHY1001: Summary of Waves....
Waves Revision Notes November 2021
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Definition Definition of Waves A wave allows energy to be transferred from one point to another without any particle of the medium travelling between the two particles. There are two types of waves: • Transverse waves: propagated by vibrations perpendicular to the direction of travel • Longitudinal waves: propagated by vibrations parallel (in the same direction) to the direction of travel
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Describing a Wave Mathematically (Wave Equation)
The y (height) component of a waves motion is a function of x and t; y(x, t). We call this the wave function that describes the displacement of a particle at any time from equilibrium. The displacement equation is: y(x, t) = A sin (kx − ωx) k is wavenumber. k =
2.1
2π λ
=
2π v0 f
=
2πf v0
=
ω0 v0
so v0 =
ω0 k
Velocity and Acceleration
From the wave function (above) we can derive equations for velocity and acceleration.
Velocity and Acceleration from Wave Function y(x, t) = A sin (kx − ωt) Taking the partial derivative w.r.t t (i.e. we allow t to vary and x to stay constant since both are variables): ∂y(x, t) = −ωA cos (kx − ωt) vy (x, t) = ∂t The acceleration is found by taking the 2nd partial derivative w.r.t t: ay (x, t) =
∂2y = −ωA sin (kx − ωt) = −ω 2 y(x, y ) ∂t2
Notice the result above is the same as SHM (acceleration is −ω 2 times displacement) The wave equation is d2 y 1 d2 y = 2 2 2 v dx 0 dt
1
Waves
3
PHY1001
Principle of Superposition State the Principle of Superposition The resultant displacement at any point is equal to the sum of the separate displacements due to each wave.
y(x, t) = y1 (x, t) + y2 (x, t) The wave equation also holds for the superposition of two waves y1 and y2 d2 d2 (A1 y1 + A2 y2 ) = v20 2 (A1 y1 + A2 y2 ) 2 dx dt Combination of two identical waves: y=
φ kx − ωt + 2
If v0 is constant we have non-dispersive waves. Perfect constructive interference (two identical waves): A′ = 2A Perfect destructive (two identical waves): A′ = 0
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Beats
Frequency of beat:
1 fbeat = (f1 − f2 ) 2
Wave length of beat 1 λbeat
5
=
1 2
1 − 1 λ1 λ2
Dispersive Waves
Dispersive waves depend on frequency. Phase Velocity: v0 =
ω0 k0
vg =
dω dk
Group Velocity:
For two interacting waves: ω1 + ω2 k1 + k2 ω1 − ω2 vg = k1 − k2
v0 =
Normally dispersive vg < v0 Anomalously dispersive vg > v0
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Waves
6 6.1
PHY1001
Doppler Effect Moving Source & Moving Observer fL =
v + vL f v + vS s
This is the most important equation for the Doppler Effect. The following to are really just special cases for vL = 0 and vS = 0. NB: if a source is moving towards you, you will hear a higher frequency (vS is taken as negative). For a source moving away from you vS is taken as positive and you hear a lower frequency.
6.2
Moving Listener (Observer) vL fL = 1 + fS v
6.3
Moving Source fS 1 + vvS vS λL = λS 1 + v fL =
3...