Theme C · Wave Behaviour
Physics · Topic Cheatsheet

Theme C · Wave Behaviour

27 key results accumulated across 3 chapters.

Wave equation
Ch 1
v=fλv = f\lambda
Frequency / period
Ch 1
f=1Tf = \frac{1}{T}
Wave types
Ch 1
Transverse (oscillation ⟂ travel, e.g. light); longitudinal (∥ travel, e.g. sound).
SHM defining condition
Ch 1
a=ω2xa = -\omega^2 x
ω=2πf=2π/T\omega = 2\pi f = 2\pi/T. Force toward equilibrium.
SHM position
Ch 1
x=x0cos(ωt)x = x_0\cos(\omega t)
Max speed at equilibrium; max accel at extremes.
Pendulum period
Ch 1
T=2πLgT = 2\pi\sqrt{\tfrac{L}{g}}
Independent of mass and (small) amplitude.
Mass-spring period
Ch 1
T=2πmkT = 2\pi\sqrt{\tfrac{m}{k}}
SHM energy
Ch 1
E=12mω2x02E = \tfrac{1}{2}m\omega^2 x_0^2
Continuously swaps between KE and PE.
SHM velocity
Ch 1
v=±ωx02x2v = \pm\omega\sqrt{x_0^2 - x^2}
Max v=ωx0v=\omega x_0 at x=0x=0; v=0v=0 at x=±x0x=\pm x_0.
Wave quantities
Ch 1
Amplitude (max displacement), wavelength λ (m), frequency f (Hz), period T (s), speed v (m s⁻¹).
Intensity
Ch 1
IA2,I1r2I \propto A^2,\quad I \propto \tfrac{1}{r^2}
Doubling amplitude ⇒ ×4 intensity; inverse-square with distance from a point source.
Reflection / refraction
Ch 1
Reflection: i = r (from the normal). Refraction: bends TOWARD the normal entering a slower/denser medium; n1sinθ1=n2sinθ2n_1\sin\theta_1=n_2\sin\theta_2.
Double-slit fringes
Ch 1
Δy=λDd\Delta y = \frac{\lambda D}{d}
Fringe spacing; dd = slit separation, DD = distance to screen.
Key SI units
Ch 1
λ\lambda: m · ff: Hz · TT: s · vv: m s⁻¹ · ω\omega: rad s⁻¹ · x,x0x, x_0: m. Angles in equations: radians.
Common traps
Ch 1
Mixing s–t with v–t graphs; using f in place of ω (ω = 2πf); degrees vs radians in SHM.
Standing wave
Ch 2
Two identical waves travelling opposite ways superpose: fixed nodes (no motion) and antinodes (max motion).
String harmonics (both ends fixed)
Ch 2
λn=2Ln,fn=nv2L\lambda_n = \frac{2L}{n},\quad f_n = \frac{nv}{2L}
n=1,2,3,n = 1, 2, 3, \dots
Pipe (one end closed)
Ch 2
fn=nv4Lf_n = \frac{nv}{4L}
Odd harmonics only (n=1,3,5n = 1, 3, 5).
Resonance
Ch 2
Driving a system at its natural frequency → large amplitude (e.g. bridges, instruments).
Doppler effect
Ch 2
f=fvvvsf' = f\frac{v}{v \mp v_s}
Source approaching (−) → higher pitch; receding (+) → lower pitch.
Diffraction & interference
Ch 2
Waves bend around gaps; overlapping waves add (constructive) or cancel (destructive).
Path difference (interference)
Ch 2
Constructive: path difference = nλn\lambda. Destructive: (n+12)λ(n+\tfrac12)\lambda.
Nodes vs antinodes
Ch 2
Standing wave: adjacent nodes are λ/2\lambda/2 apart; antinode↔node is λ/4\lambda/4.
Open pipe (both ends open)
Ch 2
fn=nv2Lf_n = \frac{nv}{2L}
All harmonics, like a string.
Doppler — be careful with sign
Ch 2
Approaching source ⇒ vvsv-v_s (smaller denominator ⇒ HIGHER f). Receding ⇒ v+vsv+v_s (lower f).
Key SI units
Ch 2
ff: Hz · vv: m s⁻¹ · LL: m · λ\lambda: m. Speed of sound ≈ 340 m s⁻¹ in air.
Common traps
Ch 2
Using 4L for a string (it's 2L); forgetting closed pipes only have ODD harmonics; wrong Doppler sign.