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Physics 220

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The frequency is fixed by the vibrator, so the wavelength is l = v/f = (1/f)(mg ... amplitude of the standing wave can be much greater than the vibrator amplitude ... – PowerPoint PPT presentation

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Title: Physics 220


1
Physics 220
  • Dr. Martin Partlan

2
Chapter 11 - Waves
  • Terms Period, Wavelength, Wave Speed, Amplitude,
    Transverse and Longitudinal
  • Wave Velocity Transverse, Longitudinal
  • Energy Transport - Amplitude, Frequency
  • Intensity Dependence
  • Principal of superposition

3
Chapter 11 - Waves
  • Reflection Transmission
  • Interference
  • Standing Waves Nodes, Antinodes
  • Over Tones Resonance

4
Chapter 11 - Waves
  • Recommended Problems
  • 34-41, 51-60

5
Chapter 11 - Waves
  • Solutions to Problems 11- 38
  • 11- 56
  • 11- 61
  • Follow

6
Problem 11-38
  • Because the modulus does not change, the speed
    depends on the density
  • v µ (1/r)1/2.
  • Thus we see that the speed will be greater in the
    less dense rod.
  • For the ratio of speeds we have
  • v1/v2 (r2/r1)1/2 (2)1/2 1.41.

7
Problem 11-56
  • All harmonics are present in a vibrating string
    fn nf1 , n 1, 2, 3, 4 . The difference in
    frequencies for two successive overtones is
  • fn1 fn (n 1)f1 nf1 f1 ,
  • so we have f1 350 Hz 280 Hz 70 Hz.

8
Problem 11-61
  • The hanging weight creates the tension in the
    string FT mg. The speed of the wave depends
    on the tension and the mass density
  • v (FT/µ)1/2 (mg/µ)1/2
  • and thus is constant. The frequency is fixed by
    the vibrator, so the constant wavelength is
  • l v/f (1/f)(mg/µ)1/2 (1/60 Hz)(0.080
    kg)(9.80 m/s2)/(5.6 104 kg/m)1/2 0.624 m.
  • The different standing waves correspond to
    different integral numbers of loops, starting at
    one loop. With a node at each end, each loop
    corresponds to l/2. The lengths of the string
    for the possible standing wavelengths are
  • Ln nl/2 n(0.624 m)/2 n(0.312 m), n 1,
    2, 3, ¼ , or
  • Ln 0.312 m, 0.624 m, 0.924 m, 1.248 m, 1.560
    m, ¼ .
  • Thus we see that there are 4 standing
    waves for lengths between 0.10 m and 1.5 m.

9
Problem 11-60
  • The hanging weight creates the tension in the
    string FT mg. The speed of the wave depends
    on the tension and the mass density
  • v (FT/µ)1/2 (mg/µ)1/2.
  • The frequency is fixed by the vibrator, so the
    wavelength is l v/f (1/f)(mg/µ)1/2. With a
    node at each end, each loop corresponds to l /2.
  • (a) For one loop, we have l 1/2 L, or 2L
    v1/f (1/f)(m1g/µ)1/2
  • 2(1.50 m) (1/60 Hz)m1(9.80 m/s2)/(4.3 x 104
    kg/m)1/2, which gives m1 1.4 kg.
  • (b) For two loops, we have l 2/2 L/2, or L
    v2/f (1/f)(m2g/µ)1/2
  • 1.50 m (1/60 Hz)m2(9.80 m/s2)/(4.3 x 104
    kg/m)1/2, which gives m2 0.36 kg.
  • (c) For five loops, we have l 5/2 L/5, or 2L/5
    v5/f (1/f)(m5g/µ)1/2
  • 2(1.50 m)/5 (1/60 Hz)m5(9.80 m/s2)/(4.3 x104
    kg/m)1/2, which gives m5 0.057 kg.
  • The amplitude of the standing wave can be much
    greater than the vibrator amplitude because of
    the resonance built up from the reflected waves
    at the two ends of the string.

10
Problem 11-62
  • (a) The wavelength of the fundamental for a
    string is 2L, so the fundamental frequency is
  • f (1/2L)(FT/µ)1/2.
  • When the tension is changed, the change in
    frequency is
  • Df f f (1/2L)(FT/µ)1/2 (FT/µ)1/2
  • (1/2L)(FT/µ)1/2(FT/FT)1/2 1 f(FT
    DFT)/FT1/2 1
  • f1 (DFT/FT)1/2 1.
  • If DFT/FT is small, we have
  • 1 (DFT/FT)1/2 1 !(DFT/FT), so we get
  • Df f1 1/2(DFT/FT) 1 1/2(DFT/FT)f.
  • (b) With the given data, we get Df
    !(DFT/FT)f
  • 442 Hz 438 Hz 1/2(DFT/FT)(438 Hz), which
    gives DFT/FT 0.018 1.8 (increase).
  • (c) For each overtone there will be a new
    wavelength, but the wavelength does not change
    when the tension changes, so the formula will
    apply to the overtones.

11
Problem 11-74
  • The frequency of the sound will be the frequency
    of the needle passing over the ripples. The
    speed of the needle relative to the ripples is v
    rw, so the frequency is
  • f v/l rw/l
  • (0.128 m)(33 rev/min)(2prad/rev)/(60
    s/min)(1.7x103 m) 260 Hz.

12
Quiz 1 Solutions
  • 1) A string is 5.5m in length and fixed to a wall
    at one end. The string has a mass of 13g and is
    vibrated at a frequency of 12Hz. The tension in
    the string is 75N.
  • What is the speed of the waves in the string?
  • What is the wavelength of these waves?

13
Quiz 1 Solutions (Continued)
  • Standing waves of the second overtone are formed
    on a string 1.2m in length at a frequency of
    24Hz.
  • What is the wavelength of this wave?
  • The second overtone means L 3l/2. l 2(1.2)/3
    .8m

14
Chapter 12 - Sound
  • Speed of Sound, Loudness, Pitch
  • Pressure Waves
  • Intensity of Sound waves
  • Air Columns, Strings Overtones and Harmonics
  • Beats
  • Doppler Effect
  • Principle Problems

15
Quiz 2 Solutions
  • 1) An observer moves away from a fixed sound
    source. Is there a speed that will cause the
    observed frequency to be zero? If so, what is it?
  • The speed of sound
  • 2) Shock waves are produced when an object moves
    faster than the speed of sound in that medium.
  • 3) For the second overtone L 5l/4
  • so l.456m and f 343/.456 752.2Hz

16
Problem 12-26
  • The wavelength of the fundamental frequency for a
    string is l 2L, so the speed of a wave on the
    string is
  • v lf 2(0.32 m)(440 Hz) 282 m/s.
  • We find the tension from
  • v FT/(m/L)1/2
  • 282 m/s FT/(0.35 10ñ3 kg)/(0.32 m)1/2 ,
    which gives FT 87 N.

17
Problem 12-30
  • For an open pipe the wavelength of the
    fundamental frequency is l 2L.
  • We find the required lengths from
  • v lf 2Lf
  • 343 m/s 2Llowest(20 Hz), which gives Llowest
    8.6 m
  • 343 m/s 2Lhighest(20,000 Hz), which gives
    Lhighest 8.6 10ñ3 m 8.6 mm.
  • Thus the range of lengths is 8.6 mm 8.6 m

18
Problem 12-38
  • For an open pipe all harmonics are present, the
    difference in frequencies is the fundamental
  • frequency, and all frequencies will be integral
    multiples of the difference. For a closed
  • pipe only odd harmonics are present, the
    difference in frequencies is twice the
    fundamental frequency, and frequencies will not
    be integral multiples of the difference but odd
    multiples of half the difference. For this pipe
    we have
  • ?f 280 Hz ñ 240 Hz 40 Hz.
  • Because we have frequencies that are integral
    multiples of this, the pipe is open,
    with a fundamental frequency of 40 Hz.
  • The wavelength of the fundamental frequency is l1
    2L. We find the length from
  • v l1f 1 2Lf1
  • 343 m/s 2L(40 Hz), which gives L 4.3 m.

19
Problem 12-48
  • For destructive interference, the path difference
    is an odd multiple of half the wavelength.
  • (a) Because the path difference is fixed, the
    lowest frequency corresponds to the longest
  • wavelength. We find this from DL l1/2, so we
    have
  • f1 v/l1 (343 m/s)/2(3.5 m ñ 3.0 m)
    343 Hz.
  • (b) We find the wavelength for the next frequency
    from DL 3l2/2, so we have
  • f2 v/l2 (343 m/s)/2(3.5 m ñ 3.0 m)/3
    1030 Hz.
  • We find the wavelength for the next frequency
    from DL 5l3/2, so we have
  • f3 v/l3 (343 m/s)/2(3.5 m ñ 3.0 m)/5
    1715 Hz.

20
Problem 12-52
  • Because the bat is at rest, the wavelength
    traveling toward the object is
  • l1 v/f0 (343 m/s)/(50,000 Hz) 6.86 10ñ3
    m.
  • The wavelength approaches the object at a
    relative speed of v ñ vobject. The sound strikes
    and reflects from the object with a frequency
  • f1 (v ñ vobject)/l1 (343 m/s ñ 25.0
    m/s)/(6.86 10ñ3 m) 46,360 Hz.
  • This frequency can be considered emitted by the
    object, which is moving away from the bat.
    Because the wavelength behind a moving source
    increases, the wavelength approaching the bat is
  • l2 (v vobject)/f1 (343 m/s 25.0
    m/s)/(46,360 Hz) 7.94 10ñ3 m.
  • This wavelength approaches the bat at a relative
    speed of v, so the frequency received by the bat
    is
  • f2 v/l2 (343 m/s)/(7.94 10ñ3 m)
    43,200 Hz.

21
Problem 12-54
  • Because the wavelength in front of a moving
    source decreases, the wavelength from the
    approaching automobile is
  • l1 (v ñ v1)/f0 (343 m/s ñ 15 m/s)/f0.
  • This wavelength approaches the stationary
    listener at a relative speed of v, so the
    frequency heard by the listener is
  • f1 v/l1 (343 m/s)/(343 m/s ñ 15 m/s)/f0
    (343 m/s)f0/(328 m/s).
  • Because the frequency from the stationary
    automobile is unchanged, the beat frequency is
  • fbeat ?f f1 ñ f0
  • 5.5 Hz (343 m/s)f0/(328 m/s) ñ f0 , which
    gives f0 120 Hz.

22
Problem 12-58
  • Because the source is at rest, the wavelength
    traveling toward the heart is
  • l1 v/f0 .
  • If we assume that the heart is moving away, this
    wavelength approaches the heart at a relative
    speed of v ñ vheart. The ultrasound strikes and
    reflects from the heart with a frequency
  • f1 (v - vheart)/l1 (v - vheart)/(v/f0) (v
    - vheart)f0/v.
  • This frequency can be considered emitted by the
    heart, which is moving away from the source.
    Because the wavelength behind the moving heart
    increases, the wavelength approaching the source
    is l2 (v vheart)/f1 (v vheart)/(v -
    vheart)f0/v 1 (vheart/v)v/f01 -
    (vheart/v).
  • This wavelength approaches the source at a
    relative speed of v, so the frequency received by
    the source is f2 v/l2 v/1
    (vheart/v)v/f01 - (vheart/v) 1 -
    (vheart/v)f0/1 (vheart/v).
  • Because vheart v, we use 1/1 (vheart/v) 1
    - (vheart/v), so we have
  • f2 f01 - (vheart/v)2 f01 - 2(vheart/v).
  • The maximum beat frequency occurs for the maximum
    heart velocity, so we have
  • fbeat f0 - f2 2(vheart/v)f0 600 Hz
    2vheart/(1.54 103 m/s)(2.25 106 Hz), which
    gives vheart 0.205 m/s.

23
Problem 12-62
  • In a time t the shock wave moves a distance
    vsoundt perpendicular to the wavefront. In the
    same time the object moves vobjectt.
  • We see from the diagram that sin q
    (vsoundt)/(vobjectt) vsound/vobject .

24
Problem 13-12
  • We can treat the change in diameter as a simple
    change in length, so we have
  • ?L aL0 ?T
  • 1.869 cm - 1.871 cm 12 10-6 (C8)-1(1.871
    cm)(T - 208C), which gives T -698C.

25
Problem 13-
  • 16. (a) The expansion of the container causes the
    enclosed volume to increase as if it were made of
    the same material as the container. The volume
    of water that was lost is
  • ?V ?Vwater- ?Vcontainer V0bwater ?T -
    V0bcontainer ?T V0(bwater - bcontainer)?T
  • (0.35 g)/(0.98324 g/mL) (65.50 mL)210 10-6
    (C8)-1 - bcontainer(608C - 208C), which gives
  • bcontainer 74 10-6 (C8)-1.
  • (b) From Table 13-1, aluminum is the
    most likely material.

26
Problem 13-20
  • (a) We consider a fixed mass of the substance.
    The change in volume from the temperature change
    is
  • ?V bV0 ?T.
  • Because the density is mass/volume, for the
    fractional change in the density we have
  • ?r/r (1/V) - (1/V0)/(1/V0) (V0 - V)/V (V0
    - V)/V0 - ?V/V0 - b ?T,
  • which we can write
  • ?r - br ?T.
  • (b) For the lead sphere we have
  • ?r/r - 87 10-6 (C8)-1(408C - 258C)
    - 0.0057 (0.57).

27
Problem 12-30
  • (a) T1(K) T1(8C) 273 40008C 273
    4273 K
  • T2(K) T2(8C) 273 15 106 8C 273
    15 106 K.
  • (b) The difference in each case is 273, so we
    have
  • Earth (273)(100)/(4273) 6.4
  • Sun (273)(100)/(15 106) 0.0018.

28
Problem 13-34
  • (a) For the ideal gas we have
  • PV nRT (m/M)RT
  • (1.013 105 Pa)V (18.5 kg)(103 g/kg)/(28
    g/mol)(8.314 J/mol ? K)(273 K),
  • which gives V 14.8 m3.
  • (b) With the additional mass in the same volume,
    we have
  • PV nRT (m/M)RT
  • P(14.8 m3) (18.5 kg 15.0 kg)(103 g/kg)/(28
    g/mol)(8.314 J/mol ? K)(273 K),
  • which gives P 1.83 105 Pa 1.81 atm.

29
Problem 13-40
  • For the two states of the gas we can write
  • P1V1 nRT1 and P2V2 nRT2 , which can be
    combined to give
  • (P2/P1)(V2/V1) T2/T1
  • (0.70 atm/1.00 atm)(V2/V1) (278.2 K/293.2 K),
    which gives V2/V1 1.4.

30
Problem 13-44
  • (a)We find the number of moles from
  • n rV/M r4pR2d/M
  • (1000 kg/m3)3p(6.4 106 m)2(3 103 m)(103
    g/kg)/(18 g/mol) 6 1022 mol.
  • (b) For the number of molecules we have
  • N nNA (6 1022 mol)(6.02 1023
    molecules/mol) 4 1046 molecules.

31
Problem 13-46
  • We find the number of moles in one breath from
  • PV nRT
  • (1.013 105 Pa)(2.0 10ñ3 m3) n(8.315 J/mol ?
    K)(300 K), which gives n 8.02 10ñ2 mol.
  • For the number of molecules in one breath we have
  • N nNA (8.02 10ñ2 mol)(6.02 1023
    molecules/mol) 4.83 1022 molecules.
  • We assume that all of the molecules from the last
    breath that Einstein took are uniformly spread
    throughout the atmosphere, so the fraction that
    are in one breath is given by V/Vatmosphere . We
    find the number now in one breath from
  • N/N V/Vatmosphere V/4pR2h
  • N/(4.83 1022 molecules) (2.0 10ñ3
    m3)/4p(6.4 106 m)2(10 103 m),
  • which gives N 20 molecules.

32
Chapter XX - Temperature
  • Terms System, State, State Variables,
    Thermodynamics
  • Atomic theory of matter AMU Phases of matter
  • Temperature Centigrade Celsius Fahrenheit
    Kelvin
  • Zeroth Law Thermal Equilibrium Definition of
    temperature
  • Thermal expansion Atomic Theory Water
  • Gas Laws Absolute Temperature, Ideal Gas Law,
    Avogadros Number
  • Principle Problems

33
Answers to Exam 1
  • 1a) False, 1b) (ii) pass through each other,
    1c) True, 1d)False, 1e) True,
  • 1f) Beats occur when two sound waves interfere
    in time. The two waves have different
    frequencies and so periodically, they
    constructively and destructively interfere
    causing periodic maxima and minima of sound.
  • 2) D T 100 deg C
  • 3) T-180 deg C
  • 4) f35.78Hz
  • 5a) I 10-7W/m2, 5b) 40.45dB
  • 6) F 588Hz
  • 7) d1 .66m, d2 1.44m, d32.22m

34
Chapter xx Kinetic Theory
  • Postulates of Kinetic Theory
  • Temperature and Kinetic Theory
  • Distribution of Speeds
  • Real Gas and Change of Phase
  • Vapor Pressure and Humidity
  • Van der Walls Equation of State
  • Principle Problems

35
Chapter xx Heat Thermodynamics
  • Heat and Energy Transfer
  • Internal Energy
  • Specific Heat
  • Latent Heat
  • 1st Law of Thermodynamics
  • Work
  • Equipartition of Energy
  • Heat Transfer
  • Principle Problems
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