Sound Physics 123 7/24/2016 Lecture IV 1 Sound • Wave nature of sound • Intensity of sound • Standing sound waves – String instruments – Pipes • Interference and beats. • Doppler effect 7/24/2016 Lecture IV 2 Sound = longitudinal wave in air 7/24/2016 Lecture IV 3 Speed of sound • Wave characteristics: – Wave length – l (m) – Frequency – f(Hz) - pitch – Wave velocity - v=l f, m/s • Wave speed – property of material one – to – one correspondence of frequency and wave length in a given medium: f 7/24/2016 Lecture IV v l 4 Intensity of sound • Intensity of sound: I=10-12 102 W/m2 – 14 orders of magnitude • Measure of loudness b in Decibel: b(in dB)=10 log (I/I0) 7/24/2016 Lecture IV I0 5 Sensitivity of human ear Audible range (really good speakers) : 20Hz – 20 kHz 7/24/2016 Lecture IV 6 Physics of a guitar • Guitar = strings + sounding box (resonator) • Strings force resonance in the sounding box • Fundamental frequency • Strings • Tuning 7/24/2016 Lecture IV 7 Physics of a guitar v string tension mass per unit length FT m/l • Standing wave • Fundamental frequency: – L=l1 /2 l1=2L – f1=v/l1 f1=v /(2L) 7/24/2016 Lecture IV String theory: Thicker string higher m/l lower v lower frequency f Tuning: Increase tension (FT) increase v increase frequency f. Fingered string: Decrease L decrease l increase f. 8 Wave velocity vs particle velocity • • • • • • w2pf – cyclic frequency, k=2p/l –wave vector D=D0sin(kx-wt) Riding the wave kx-wtconst kx-wt=c x=c/k+(w/k)t = x0+vt Thus, wave velocity v=w/k=2pf/ (2p/l)fl l/T D=D0sin(kx-wt) medium displacement at point x at time t Particle velocity: – vp=dD/dt=-wD0cos(kx-wt)=-vmaxcos(kx-wt) – vmax=wD0 7/24/2016 Lecture IV 9 Physics of an organ • Open and closed pipes - resonators • Boundary conditions (imagine yourself in a crowded room) : • Open end (next to an open door) • Displacement (freedom to move): Dx = max • Pressure = Atmospheric P: DP=0 • Closed end (pushed against a wall) • Displacement Dx = 0 • Pressure variation – max DP=max 7/24/2016 Lecture IV 10 Organ pipe f n nf1 Dx max; DP 0 7/24/2016 Lecture IV 11 only odd harmonics : f 2 n 1 (2n 1) f1 Organ pipe Dx 0; DP max 7/24/2016 Lecture IV 12 Interference Two waves of the same frequency C: Constructive interference A+A=2A I =4I0 Dx=0+nl; dsinqnl D: Destructive interference A-A=0 I =0 Dx=l/2+nl dsinq=(n+1/2)l 7/24/2016 Lecture IV 13 Beats Two waves of the similar frequencies: f1 and f2. 7/24/2016 Lecture IV 14 Doppler effect • • • • sound source moving with velocity vs Distance between crests l’=l-vsT=l-vsl/v=l(1-vs/v) Frequency f’=f/(1-vs/v) Moving towards you vs – positive divide by a number <1 f’>f – higher pitch • Moving away from you vs – negative divide by a number >1 f’<f – lower pitch 7/24/2016 Lecture IV 15 Demo data • Open-closed end pipe • f=512 Hz • v=343m/s (maybe less, cold) • l=v/f=.67m l=4l1 • l1=l/4=0.17m • l3=3l/4=0.51m 7/24/2016 Lecture IV 16 Intensity of waves • Energy of oscillation E is proportional to amplitude squared A2 EA 2 • Intensity – I, W/m2 1 A r energy / time power I area area • Intensity I is proportional to amplitude squared A2, inversely proportional to r2: IA 7/24/2016 2 Lecture IV 1 I 2 r 17