Calculus-Based Physics by Jeffrey W. Schnick - HTML preview

PLEASE NOTE: This is an HTML preview only and some elements such as links or page numbers may be incorrect.
Download the book in PDF, Kindle for a complete version.

Standing Waves

Consider a piece of string, fixed at both ends, into which waves have been introduced. The

configuration is rich with interference. A wave traveling toward one end of the string reflects off

the fixed end and interferes with the waves that were trailing it. Then it reflects off the other end

and interferes with them again. This is true for every wave and it repeats itself continuously.

For any given length, linear density, and tension of the string, there are certain frequencies for

which, at, at least one point on the string, the interference is always constructive. When this is

the case, the oscillations at that point (or those points) on the string are maximal and the string is

said to have standing waves in it. Again, standing waves result from the interference of the

reflected waves with the transmitted waves and with each other. A point on the string at which

the interference is always constructive is called an antinode. Any string in which standing waves

exist also has at least one point at which the interference is always destructive. Such a point on

the string does not move from its equilibrium position. Such a point on the string is called a

node.

It might seem that it would be a daunting task to determine the frequencies that result in standing

waves. Suppose you want to investigate whether a point on a string could be an antinode.

Consider an instant in time when a wave crest is at that position. You need to find the conditions

that would make it so that in the time it takes for the crest to travel to one fixed end of the string,

reflect back as a trough and arrive back at the location in question; a trough, e.g. one that was

trailing the original crest, propagates just the right distance so that it arrives at the location in

question at the same time. As illustrated in the next chapter, the analysis that yields the

frequencies of standing waves is easier than these timing considerations would suggest.

2

24

Chapter 31 Strings, Air Columns

31 Strings, Air Columns

Be careful not to jump to any conclusions about the wavelength of a standing

wave. Folks will do a nice job drawing a graph of Displacement vs. Position

Along the Medium and then interpret it incorrectly. For instance, look at the

diagram on this page. Folks see that a half wavelength fits in the string segment

and quickly write the wavelength as

1

λ = L . But this equation says that a whole

2

wavelength fits in half the length of the string. This is not at all the case. Rather

than recognizing that the fraction 1 is relevant and quickly using that fraction in

2

an expression for the wavelength, one needs to be more systematic. First write

what you see, in the form of an equation, and then solve that equation for the

wavelength. For instance, in the diagram below we see that one half a

wavelength λ fits in the length L of the string. Writing this in equation form

yields 1 λ = L . Solving this for λ yields λ = 2L .

2

One can determine the wavelengths of standing waves in a straightforward manner and obtain

the frequencies from

v = λf

where the wave speed v

is determined by the tension and linear mass density of the string. The

method depends on the boundary conditions—the conditions at the ends of the wave medium.

(The wave medium is the substance [string, air, water, etc.] through which the wave is traveling.

The wave medium is what is “waving.”) Consider the case of waves in a string. A fixed end

forces there to be a node at that end because the end of the string cannot move. (A node is a

point on the string at which the interference is always destructive, resulting in no oscillations.

An antinode is a point at which the interference is always constructive, resulting in maximal

oscillations.) A free end forces there to be an antinode at that end because at a free end the wave

reflects back on itself without phase reversal (a crest reflects as a crest and a trough reflects as a

trough) so at a free end you have one and the same part of the wave traveling in both directions

along the string. The wavelength condition for standing waves is that the wave must “fit” in the

string segment in a manner consistent with the boundary conditions. For a string of length L

fixed at both ends, we can meet the boundary conditions if half a wavelength is equal to the

length of the string.

L

Such a wave “fits” the string in the sense that whenever a zero-displacement part of the wave is

aligned with one fixed end of the string another zero-displacement part of the wave is aligned

with the other fixed end of the string.

2

25

Chapter 31 Strings, Air Columns

Since half a wavelength fits in the string segment we have:

1 λ = L

2

λ = 2L

Given the wave speed v, the frequency can be solved for as follows:

v = λf

v

f =

λ

v

f =

2L

It should be noted that despite the fact that the wave is called a standing wave and the fact that it

is typically depicted at an instant in time when an antinode on the string is at its maximum

displacement from its equilibrium position, all parts of the string (except the nodes) do oscillate

about their equilibrium position.

Note that, while the interference at the antinode, the point in the middle of the string in the case

at hand, is always as constructive as possible, that does not mean that the string at that point is

always at maximum displacement. At times, at that location, there is indeed a crest interfering

with a crest, but at other times, there is a zero displacement part of the wave interfering with a

zero-displacement part of the wave, at times a trough interfering with a trough, and at times, an

intermediate-displacement part of the wave interfering with the same intermediate-displacement

part of the wave traveling in the opposite direction. All of this corresponds to the antinode

oscillating about its equilibrium position.

2

26

Chapter 31 Strings, Air Columns

The λ = 2L wave is not the only wave that will fit in the string. It is, however, the longest

wavelength standing wave possible and hence is referred to as the fundamental. There is an

entire sequence of standing waves. They are named: the fundamental, the first overtone, the

second overtone, the third overtone, etc, in order of decreasing wavelength, and hence,

increasing frequency.

Fundamental

L

1

λ = L so λ = 2L

2

1st Overtone

λ =

L

2nd Overtone

3 λ =

2

L so λ =

L

2

3

Each successive waveform can be obtained from the preceding one by including one more node.

A wave in the series is said to be a harmonic if its frequency can be expressed as an integer times

the fundamental frequency. The value of the integer determines which harmonic (1st, 2nd, 3rd,

etc.) the wave is. The frequency of the fundamental wave is, of course, 1 times itself. The

number 1 is an integer so the fundamental is a harmonic. It is the 1st harmonic.

2

27

Chapter 31 Strings, Air Columns

Starting with the wavelengths in the series of diagrams above, we have, for the frequencies,

using v = λf which can be rearranged to read

v

f =

λ

The Fundamental

λ

= 2L

FUND

v

f

=

FUND

λ FUND

v

f

=

FUND

2L

The 1st Overtone

λ

= L

O.T.

1st

v

f

=

O.T.

1st

λ O.T.

1st

v

f

=

O.T.

1st

L

The 2nd Overtone

2

λ

= L

2nd O.T.

3

v

f

=

O.T.

2nd

λ

O.T.

2nd

v

f

=

2nd O.T.

2 L

3

3 v

f

=

O.T.

2nd

2 L

2

28

Chapter 31 Strings, Air Columns

v

Expressing the frequencies in terms of the fundamental frequency f

=

we have

FUND

2L

v

 v

f

=

= 1

 = 1f

FUND

FUND

2L

 2L 

v

 v

f

=

= 2

 = 2f

O.T.

1st

FUND

L

 2L 

3 v

 v

f

=

= 3

 = 3f

2nd O.T.

FUND

2 L

 2L 

Note that the fundamental is (as always) the 1st harmonic; the 1st overtone is the 2nd harmonic;

and the 2nd overtone is the 3rd harmonic. While it is true for the case of a string that is fixed at

both ends (the system we have been analyzing), it is not always true that the set of all overtones

plus fundamental includes all the harmonics. For instance, consider the following example:

Example 31-1

An organ pipe of length L is closed at one end and open at the other.

Given that the speed of sound in air is v , find the frequencies of the

s

fundamental and the first three overtones.

Solution

L

Fundamental

1 λ = L so λ = 4L

4

L

1st Overtone

3 λ =

4

L so λ =

L

4

3

2

29

Chapter 31 Strings, Air Columns

L

2nd Overtone

5 λ =

4

L so λ =

L

4

5

L

3rd Overtone

7 λ =

4

L so λ =

L

4

7

In the preceding sequence of diagrams, a graph of displacement vs. position along the pipe, for

an instant in time when the air molecules at an antinode are at their maximum displacement from

equilibrium, is a more abstract representation then the corresponding graph for a string. The

sound wave in air is a longitudinal wave, so, as the sound waves travel back and forth along the

length of the pipe, the air molecules oscillate back and forth (rather than up and down as in the

case of the string) about their equilibrium positions. Thus, how high up on the graph a point on

the graph is, corresponds to how far to the right (using the viewpoint from which the pipe is

depicted in the diagrams) of its equilibrium position the thin layer of air molecules, at the

corresponding position in the pipe, is. It is conventional to draw the waveform right inside the

outline of the pipe. The boundary conditions are that a closed end is a node and an open end is

an antinode.

Starting with the wavelengths in the series of diagrams above, we have, for the frequencies,

using v = λf which can be rearranged to read

s

vs

f =

λ

The Fundamental

λ

= 4L

FUND

vs

f

=

FUND

λ FUND

vs

f

=

FUND

4L

2

30

Chapter 31 Strings, Air Columns

The 1st Overtone

4

λ

= L

O.T.

1st

3

vs

f

=

O.T.

1st

λ O.T.

1st

vs

f

=

O.T.

1st

4 L

3

3 vs

f

=

O.T.

1st

4 L

The 2nd Overtone

4

λ

= L

2nd O.T.

5

vs

f

=

2nd O.T.

λ

O.T.

2nd

vs

f

=

O.T.

2nd

4 L

5

5 vs

f

=

O.T.

2nd

4 L

The 3rd Overtone

4

λ

= L

O.T.

3rd

7

vs

f

=

O.T.

3rd

λ

O.T.

3rd

vs

f

=

O.T.

3rd

4 L

7

7 vs

f

=

O.T.

3rd

4 L

2

31

Chapter 31 Strings, Air Columns

v

Expressing the frequencies in terms of the fundamental frequency

s

f

=

we have

FUND

4L

v

 v 

s

s

f

=

= 1

 = 1f

FUND

FUND

4L

 4L 

3 v

 v 

s

s

f

=

= 3

 = 3f

O.T.

1st

FUND

4 L

 4L 

5 v

 v 

s

s

f

=

= 5

 = 5f

O.T.

2nd

FUND

4 L

 4L 

7 v

 v 

s

s

f

=

= 7 

 = 7f

O.T.

3rd

FUND

4 L

 4L 

Note that the frequencies of the standing waves are odd integer multiples of the fundamental

frequency. That is to say that only odd harmonics, the 1st, 3rd, 5th, etc. occur in the case of a pipe

closed at one end and open at the other.

Regarding, Waves, in a Medium that is in Contact with a 2nd Medium

Consider a violin string oscillating at its fundamental frequency, in air. For convenience of

discussion, assume the violin to be oriented so that the oscillations are up and down.

Each time the string goes up it pushes air molecules up. This results in sound waves in air. The

violin with the standing wave in it can be considered to be the “something oscillating” that is the

cause of the waves in air. Recall that the frequency of the waves is identical to the frequency of

the source. Thus, the frequency of the sound waves in air will be identical to the frequency of

the waves in the string. In general, the speed of the waves in air is different from the speed of

waves in the string. From v = λf , this means that the wavelengths will be different as well.

2

32

Chapter 32 Beats, The Doppler Effect

32 Beats, The Doppler Effect

Some people get mixed up about the Doppler Effect. They think it’s about position

rather than about velocity. (It is really about velocity.) If a single frequency sound

source is coming at you at constant speed, the pitch (frequency) you hear is higher

than the frequency of the source. How much higher depends on how fast the source

is coming at you. Folks make the mistake of thinking that the pitch gets higher as

the source approaches the receiver. No. That would be the case if the frequency

depended on how close the source was to the receiver. It doesn’t. The frequency

stays the same. The Doppler Effect is about velocity, not position. The whole time

the source is moving straight at you, it will sound like it has one single unchanging

pitch that is higher than the frequency of the source. Now duck! Once the object

passes your position and it is heading away from you it will have one single

unchanging pitch that is lower than the frequency of the source.

Beats

Consider two sound sources, in the vicinity of each other, each producing sound waves at its own

single frequency. Any point in the air-filled region of space around the sources will receive

sound waves from both the sources. The amplitude of the sound at any position in space will be

the amplitude of the sum of the displacements of the two waves at that point. This amplitude

will vary because the interference will alternate between constructive interference and

destructive interference. Suppose the two frequencies do not differ by much. Consider the

displacements at a particular point in space. Let’s start at an instant when two sound wave crests

are arriving at that point, one from each source. At that instant the waves are interfering

constructively, resulting in a large total amplitude. If your ear were at that location, you would

find the sound relatively loud. Let’s mark the passage of time by means of the shorter period, the

period of the higher-frequency waves. One period after the instant just discussed, the next crest

(call it the second crest) from the higher-frequency source is at the point in question, but the peak

of the next crest from the lower-frequency source is not there yet. Rather than a crest interfering

with a crest, we have a crest interfering with an intermediate-displacement part of the wave. The

interference is still constructive but not to the degree that it was. When the third crest from the

higher-frequency source arrives, the corresponding crest from the lower-frequency source is even

farther behind. Eventually, a crest from the higher-frequency source is arriving at the point in

question at the same time as a trough from the lower-frequency source. At that instant in time,

the interference is as destructive as it gets. If your ear were at the point in question, you would

find the sound to be inaudible or of very low volume. Then the trough from the lower-frequency

source starts “falling behind” until, eventually a crest from the higher-frequency source is

interfering with the crest preceding the corresponding crest from the lower-frequency source and

the interference is again as constructive as possible.

To a person whose ear is at a location at which waves from both sources exist, the sound gets

loud, soft, loud, soft, etc. The frequency with which the loudness pattern repeats itself is called

the beat frequency. Experimentally, we can determine the beat frequency by timing how long it

takes f