- •Preface
- •Objectives of the Book
- •Style
- •Prerequisites
- •The Big Picture
- •Contents
- •1.1 Review of Complex Numbers
- •1.2 Complex Numbers in Polar Form
- •1.3 Four Equivalent Forms to Represent Harmonic Waves
- •1.4 Mathematical Identity
- •1.5 Derivation of Four Equivalent Forms
- •1.5.1 Obtain Form 2 from Form 1
- •1.5.2 Obtain Form 3 from Form 2
- •1.5.3 Obtain Form 4 from Form 3
- •1.6 Visualization and Numerical Validation of Form 1 and Form 2
- •1.8 Homework Exercises
- •1.9 References of Trigonometric Identities
- •1.9.1 Trigonometric Identities of a Single Angle
- •1.9.2 Trigonometric Identities of Two Angles
- •1.10 A MATLAB Code for Visualization of Form 1 and Form 2
- •2.2 Equation of Continuity
- •2.3 Equation of State
- •2.3.1 Energy Increase due to Work Done
- •2.3.2 Pressure due to Colliding of Gases
- •2.3.3 Derivation of Equation of State
- •2.4 Derivation of Acoustic Wave Equation
- •2.5 Formulas for the Speed of Sound
- •2.5.1 Formula Using Pressure
- •2.5.2 Formula Using Bulk Modulus
- •2.5.3 Formula Using Temperature
- •2.5.4 Formula Using Colliding Speed
- •2.6 Homework Exercises
- •3.1 Review of Partial Differential Equations
- •3.1.1 Complex Solutions of a Partial Differential Equation
- •3.1.2 Trigonometric Solutions of a Partial Differential Equation
- •3.2 Four Basic Complex Solutions
- •3.3 Four Basic Traveling Waves
- •3.4 Four Basic Standing Waves
- •3.5 Conversion Between Traveling and Standing Waves
- •3.6 Wavenumber, Angular Frequency, and Wave Speed
- •3.7 Visualization of Acoustic Waves
- •3.7.1 Plotting Traveling Wave
- •3.7.2 Plotting Standing Wave
- •3.8 Homework Exercises
- •4.2 RMS Pressure
- •4.2.1 RMS Pressure of BTW
- •4.2.2 RMS Pressure of BSW
- •4.3 Acoustic Intensity
- •4.3.1 Acoustic Intensity of BTW
- •4.3.2 Acoustic Intensity of BSW
- •4.5.1 Issues with Real Impedance
- •4.6 Computer Program
- •4.7 Homework Exercises
- •4.8 References
- •4.8.1 Derivatives of Trigonometric and Complex Exponential Functions
- •4.8.2 Trigonometric Integrals
- •5.1 Spherical Coordinate System
- •5.2 Wave Equation in Spherical Coordinate System
- •5.3 Pressure Solutions of Wave Equation in Spherical Coordinate System
- •5.4 Flow Velocity
- •5.4.1 Flow Velocity in Real Format
- •5.4.2 Flow Velocity in Complex Format
- •5.5 RMS Pressure and Acoustic Intensity
- •5.7 Homework Exercises
- •6.1 Review of Pressure and Velocity Formulas for Spherical Waves
- •6.2 Acoustic Waves from a Pulsating Sphere
- •6.3 Acoustic Waves from a Small Pulsating Sphere
- •6.4 Acoustic Waves from a Point Source
- •6.4.1 Point Sources Formulated with Source Strength
- •6.4.2 Flow Rate as Source Strength
- •6.5 Acoustic Intensity and Sound Power
- •6.6 Computer Program
- •6.7 Project
- •6.8 Objective
- •6.9 Homework Exercises
- •7.1 1D Standing Waves Between Two Walls
- •7.2 Natural Frequencies and Mode Shapes in a Pipe
- •7.3 2D Boundary Conditions Between Four Walls
- •7.3.1 2D Standing Wave Solutions of the Wave Equation
- •7.3.2 2D Nature Frequencies Between Four Walls
- •7.3.3 2D Mode Shapes Between Four Walls
- •7.4 3D Boundary Conditions of Rectangular Cavities
- •7.4.1 3D Standing Wave Solutions of the Wave Equation
- •7.4.2 3D Natural Frequencies and Mode Shapes
- •7.5 Homework Exercises
- •8.1 2D Traveling Wave Solutions
- •8.1.2 Wavenumber Vectors in 2D Traveling Wave Solutions
- •8.2 Wavenumber Vectors in Resonant Cavities
- •8.3 Traveling Waves in Resonant Cavities
- •8.4 Wavenumber Vectors in Acoustic Waveguides
- •8.5 Traveling Waves in Acoustic Waveguides
- •8.6 Homework Exercises
- •9.1 Decibel Scale
- •9.1.1 Review of Logarithm Rules
- •9.1.2 Levels and Decibel Scale
- •9.1.3 Decibel Arithmetic
- •9.2 Sound Pressure Levels
- •9.2.2 Sound Power Levels and Decibel Scale
- •9.2.3 Sound Pressure Levels and Decibel Scale
- •9.2.4 Sound Pressure Levels Calculated in Time Domain
- •9.2.5 Sound Pressure Level Calculated in Frequency Domain
- •9.3 Octave Bands
- •9.3.1 Center Frequencies and Upper and Lower Bounds of Octave Bands
- •9.3.2 Lower and Upper Bounds of Octave Band and 1/3 Octave Band
- •9.3.3 Preferred Speech Interference Level (PSIL)
- •9.4 Weighted Sound Pressure Level
- •9.4.1 Logarithm of Weighting
- •9.5 Homework Exercises
- •10.1 Sound Power, Acoustic Intensity, and Energy Density
- •10.2.2 Room Constant
- •10.2.3 Reverberation Time
- •10.3 Room Acoustics
- •10.3.1 Energy Density due to an Acoustic Source
- •10.3.2 Sound Pressure Level due to an Acoustic Source
- •10.4 Transmission Loss due to Acoustical Partitions
- •10.4.2 Transmission Loss (TL)
- •10.5 Noise Reduction due to Acoustical Partitions
- •10.5.1 Energy Density due to a Partition Wall
- •10.5.2 Sound Pressure Level due to a Partition Wall
- •10.5.3 Noise Reduction (NR)
- •10.6 Homework Exercises
- •11.1 Complex Amplitude of Pressure and Acoustic Impedance
- •11.1.3 Transfer Pressure
- •11.2 Complex Acoustic Impedance
- •11.3 Balancing Pressure and Conservation of Mass
- •11.4 Transformation of Pressures
- •11.5 Transformation of Acoustic Impedance
- •11.7 Numerical Method for Molding of Pipelines
- •11.8 Computer Program
- •11.9 Project
- •11.10 Homework Exercises
- •12.1.1 Equivalent Acoustic Impedance of a One-to-Two Pipe
- •12.2 Power Transmission of a One-to-Two Pipe
- •12.3 Low-Pass Filters
- •12.4 High-Pass Filters
- •12.5 Band-Stop Resonator
- •12.6 Numerical Method for Modeling of Pipelines with Side Branches
- •12.7 Project
- •12.8 Homework Exercises
- •Nomenclature
- •Appendices
- •Appendix 1: Discrete Fourier Transform
- •Discrete Fourier Transform
- •Fourier Series for Periodical Time Function
- •Formulas of Discrete Fourier Series
- •Appendix 2: Power Spectral Density
- •Power Spectral Density
- •Accumulated Sound Pressure Square
- •Sound Pressure Level in Each Band
- •References
- •Index
184 |
7 Resonant Cavities |
7.43D Boundary Conditions of Rectangular Cavities
It can be difficult to plot and visualize 3D standing waves in a rectangular cavity on paper. However, it is possible to assume that there are no standing waves in an arbitrary dimension and draw the standing waves in other two dimensions as shown in Examples 7.3 and 7.4 in this section.
On the other hand, formulations for the 3D standing waves in a rectangular cavity can be extended from the formulas of 1D and 2D standing waves as the following (this is tedious but straightforward):
7.4.13D Standing Wave Solutions of the Wave Equation
psðx, y, z, tÞ ¼ TðtÞXðxÞYðyÞZðzÞ
¼ AtAxAyAz cos ðωt þ θtÞ cos ðkxxÞ cos kyy cos ðkzzÞ
From Euler’s force equation, the velocity of the 3D standing wave solution is given by:
!
usðx, y, z, tÞ ¼ uxðx, y, z, tÞbex þ uyðx, y, z, tÞbey þ uzðx, y, z, tÞbez
where: |
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k |
kyy cos ðkzzÞ |
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uxðx, y, z, tÞ ¼ |
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x |
AtAxAyAz sin ðωt þ θtÞ sin ðkxxÞ cos |
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ρ0c |
k |
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kyy cos ðkzzÞ |
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uyðx, y, z, tÞ ¼ |
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y |
AtAxAyAz sin ðωt þ θtÞ cos ðkxxÞ sin |
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ρ0c |
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k |
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1 |
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kyy sinsðkzzÞ |
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uzðx, y, z, tÞ ¼ |
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z |
AtAxAyAz sin ðωt þ θtÞ cos ðkxxÞ cos |
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ρ0c |
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k |
The procedures for deriving the 3D velocity from the 3D pressure are similar to the procedures for deriving the 2D velocity from the 2D pressure. It is repetitive and is not shown here.
7.4.23D Natural Frequencies and Mode Shapes
The mode shapes of a rectangular cavity with six rigid walls can be calculated from the above pressure and velocity formulas with boundary conditions imposed by the
7.4 3D Boundary Conditions of Rectangular Cavities |
185 |
six rigid walls. Assume that the cavity is oriented at the origin of the coordinate, as shown in the figure below:
= = = 0 |
̂ |
̂ |
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The boundary conditions on all rigid walls require that the flow velocity is zero. By constraining the velocity at the fixed boundaries will discretize the wavenumber similar to the 2D standing waves as:
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π |
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π |
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kxl ¼ |
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l; |
kym ¼ |
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m; |
kzn ¼ |
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n; |
l, m, n ¼ 1, 2, . . . |
Lx |
Ly |
Lz |
Therefore, the discretized flow velocity vector and pressure are shown below:
!
usðx, y, z, tÞ ¼ uxðx, y, z, tÞbex þ uyðx, y, z, tÞbey þ uzðx, y, z, tÞbez
where: |
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1 |
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kymy cos ðkznzÞ |
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uxðx, y, tÞ ¼ |
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x |
AtAxAyAz sin ðωt þ θtÞ sin ðkxlxÞ cos |
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ρ0c |
k |
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1 |
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kymy cos ðkznzÞ |
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uyðx, y, tÞ ¼ |
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y |
AtAxAyAz sin ðωt þ θtÞ cos ðkxlxÞ sin |
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ρ0c |
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k |
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1 |
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kymy sin ðkznzÞ |
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uzðx, y, tÞ ¼ |
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z |
AtAxAyAz sin ðωt þ θtÞ cos ðkxlxÞ cos |
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ρ0c |
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k |
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and: |
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186 |
7 Resonant Cavities |
psðx, y, z, tÞ ¼ AtAxAyAz cos ðωt þ θtÞ cos ðkxlxÞ cos |
kymy cos ðkznzÞ |
The standing wave of the pressure is shown below. The derivation for these mode shapes is similar to the derivation for the 2D mode shapes.
The combined wavenumber klmn and the combined frequency flmn of an eigenmode (l, m, n) are related to the discretized wavenumbers kxl and kym and kzn as:
k2lmn ¼ k2xl þ k2ym þ k2zn
c
f lmn ¼ 2π klmn
The boundary conditions imposed by six rigid walls require that the flow velocity normal to the wall be zero on the six walls. A pattern of mode shape can be defined by the nodal lines where the pressure is zero. As described for the 2D pressure in the previous section, the nodal lines can be determined by the standing waves of the sound pressure. An example of a mode shape and a detailed explanation of the nodal lines can be found at the end of the following example:
Example 7.3 (Cavity Resonant Frequencies)
A rectangular cavity has the dimensions (Lx, Ly, Lz) ¼ (5, 8, 10) [m].
= 8
̂ ̂
= = = 0
7.4 3D Boundary Conditions of Rectangular Cavities |
187 |
(a) Calculate all resonant frequencies of |
this cavity that are lower than |
50 [Hz]. Indicate the associated mode number. For example, denote f213 for eigenmode (l, m, n) ¼ (2, 1, 3) corresponding to the dimensions (Lx, Ly, Lz).
(b)Plot the mode shape of the eigenmode (l, m, n) ¼ (0, 4, 7) using the pressure nodal lines, and indicate the peaks and valleys with “+” and “-” signs, respectively.
Example 7.3 Solution Part (a)
The frequency (combined) of standing waves in the cavities can be formulated using the following relationship of eigenmodes:
f lmn ¼ 2π |
¼ 2π klmn ¼ 2 |
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Lx þ |
Ly þ |
Lz |
# |
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2 |
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ωlmn |
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l |
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where the combined wavenumber klmn and combined frequency flmnof an eigenmode (l, m, n) are related to the discretized wavenumbers kxl and kym and kzn as:
klmn2 ¼ kxl2 þ kym2 þ kzn2 |
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π |
π |
kxl ¼ Lx l; kym ¼ Ly m; kzn ¼ Lz n
The formula above shows that the larger the dimension (Lx,Ly or Lz) and the smaller the mode (l, m or n), the lower the modal frequency flmn.
As a result, the first few lower modal frequencies can be calculated using combinations of the first few modes. Lower modal frequencies correspond to larger dimensions. For this reason, if the dimensions of the cavity are defined from short to long, the lower frequency mode will exist in the z-direction (the longest dimension).
The following procedures demonstrate a searching method for finding all the resonant frequencies of this cavity lower than 50 [Hz].
Step 1:
Set l¼0 and m¼0. Next, increase n by 1 from 1. Finally, calculate the combined frequency using the following formula until the calculated frequency is higher than the maximum prescribed frequency (50 Hz):
f lmn ¼ 2π |
¼ 2 |
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Lx þ |
Ly þ |
Lz |
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ωlmn |
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Step 2:
Set l¼0 and m¼1. Next, increase n by 1 from 0. Finally, calculate the combined frequency using the above formula until the calculated frequency is higher than the prescribed frequency (50 [Hz]).
188 |
7 Resonant Cavities |
Step 3:
Repeat Step 2 by increasing m by 1 until the calculated frequency is higher than the prescribed frequency maximum.
Step 4:
Increase l by 1 and set m¼0 and n¼0. Then, repeat Step 2 and Step 3 above until the calculated frequency is higher than the prescribed frequency maximum:
l |
m |
n |
Frequency [Hz] |
Note |
0 |
0 |
1 |
17 |
< 50 (OK) |
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0 |
0 |
2 |
34 |
< 50 (OK) |
0 |
0 |
3 |
51 |
> 50 (NOK) |
Stop and increase m by 1 |
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0 |
1 |
0 |
21.25 |
< 50 (OK) |
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1 |
27.21 |
< 50 (OK) |
0 |
1 |
2 |
40.09 |
< 50 (OK) |
0 |
1 |
3 |
55.25 |
> 50 (NOK) |
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Stop and increase m by 1 |
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0 |
2 |
0 |
42.50 |
< 50 (OK) |
0 |
2 |
1 |
45.77 |
< 50 (OK) |
0 |
2 |
2 |
54.43 |
> 50 (NOK) |
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Stop and increase m by 1 |
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3 |
0 |
63.75 |
> 50 (NOK) |
Stop and increase l by 1 |
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1 |
0 |
0 |
34 |
< 50 (OK) |
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1 |
0 |
1 |
38.01 |
< 50 (OK) |
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0 |
2 |
48.08 |
< 50 (OK) |
1 |
0 |
3 |
61.30 |
> 50 (NOK) |
Stop and increase m by 1 |
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1 |
0 |
40.09 |
< 50 (OK) |
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1 |
43.55 |
< 50 (OK) |
1 |
1 |
2 |
52.57 |
> 50 (NOK) |
Stop and increase m by 1 |
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2 |
0 |
54.43 |
> 50 (NOK) |
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Stop and increase l by 1 |
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0 |
0 |
68.00 |
> 50 (NOK) |
Stop |
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Frequencies lower than 50 [Hz] can be calculated by hand or in MATLAB or Excel as follows (partial list):
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340 |
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∙ |
1 |
½Hz& ¼ 17½Hz& |
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f lmn ¼ f 001 ¼ |
2 |
5 |
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8 |
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10 |
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½Hz& ¼ 170 |
10 |
7.4 3D Boundary Conditions of Rectangular Cavities |
189 |
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f lmn ¼ f 002 ¼ |
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8 |
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½Hz& ¼ 170 ∙ |
10 |
½Hz& ¼ 34 |
½Hz& |
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f lmn ¼ f 003 ¼ |
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8 |
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½Hz& ¼ 170 ∙ |
10 |
½Hz& ¼ 51 |
½Hz& |
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340 |
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f lmn ¼ f 010 ¼ |
2 |
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8 |
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½Hz& ¼ |
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170 ∙ |
8 |
½Hz& ¼ 21:25 ½Hz& |
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f lmn ¼ f 011 ¼ |
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8 |
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10 |
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½Hz& ¼ 27:21½Hz& |
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f lmn ¼ f 012 ¼ |
340 |
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1 |
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½Hz& ¼ 40:09 ½Hz& |
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f lmn ¼ f 111 ¼ |
340 |
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þ |
1 |
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2 |
½Hz& ¼ 43:55 ½Hz& |
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Part (b)
The pressure nodal lines can be determined by the following three properties of sound pressure:
Property #1: The relationship between wavelength and length of the cavity
The formulas of the discretized wavelengths shown below can be used for plotting the mode shapes:
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λym |
¼ |
π |
Ly |
; |
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λzn |
¼ |
π |
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Lz |
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¼ |
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2 |
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¼ |
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2 |
kym |
m |
kzn |
n |
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where: |
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π |
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π |
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kym ¼ |
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m; |
kzn ¼ |
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n; |
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m, n ¼ 1, 2, . . . |
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Ly |
Lz |
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In the x-direction, the half wavelength of m ¼ 4 is:
λym ¼ Ly ¼ Ly
2 m 4
In the y-direction, the half wavelength of n ¼ 7 is:
λ2zn ¼ Lnz ¼ L7z
Property #2: Boundary conditions of fixed surface
Pressure is maximum at fixed boundaries because the flow velocity on a fixed surface is zero. We can use this property to align the harmonic function (cosine or sine function) to the boundaries.
Property #3: Multiplication of spatial functions
190 7 Resonant Cavities
The peaks and valleys can be determined by the multiplication of signs of ps(y, 0, t0) in y-direction and ps(0, z, t0) in z-direction because standing wave solutions are the result of multiplication of temporal function T(t) and spatial functions X(x), Y( y), and Z(z) as:
pðx, y, z, tÞ ¼ TðtÞXðxÞ YðyÞ ZðzÞ
¼ Plmn cos ðωt þ θtÞ cos ðkxlxÞ cos kymy cos ðkznzÞ
Therefore, the pressure nodal lines and valleys of eigenmode (l, m, n) ¼ (0, 4, 7) can be drawn as follows:
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̂ −1 × −1 = +1
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= 7
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The index l is zero in the eigenmode (l, m, n) ¼ (0, 4, 7) which means that this eigenmode has no mode shape in the x-direction. In other words, the sound pressure of this eigenmode is the same everywhere in the x-direction. Therefore, the standing wave of the sound pressure can be reduced to:
pðx, y, z, tÞ ¼ AtAxAyAz cos ðωt þ θtÞ cos ðkxlxÞ cos kymy cos ðkzmzÞ
! pðy, z, tÞ ¼ AtAxAyAz cos ðωt þ θtÞ cos kymy cos ðkzmzÞ
The pressure at y and z directions can be presented as:
pðy, z ¼ 0, tÞ ¼ AtAxAyAz cos |
ωt |
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kymy |
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t x y z |
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A A A A cos |
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Þ cos |
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where:
7.4 3D Boundary Conditions of Rectangular Cavities |
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kym ¼ |
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Example 7.4 (Standing Wave Amplitude) |
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are given as (Lx, Ly, Lz) ¼ |
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The dimensions of a rectangular cavity |
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(10, 5, 2) [m]. Assume that this rectangular cavity is positioned at the origin.
If the RMS pressure of mode (1,1,0) is 1 [Pa] at x ¼ 2 [m] and y ¼ 1 [m], what is the pressure magnitude of this mode?
Example 7.4 Solutions
The standing wave pressure solution of the wave equation is:
pðx, y, z, tÞ ¼ TðtÞXðxÞ YðyÞ ZðzÞ
¼ Plmn cos (ωt + θt) cos (kxlx) cos (kymy) cos (kznz)
[REP] where kxl, kym , and kzn are the discretized values that satisfy the boundary conditions of the rigid walls:
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kxl ¼ |
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kym ¼ |
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Therefore, the pressure at the given |
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and z ¼ 0 [m]) is: |
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ð π þ Þ |
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π |
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ð Þ |
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p 1, 1, 0, t |
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Plmn cos |
ωt θt cos |
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¼ Plmn cos |
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2 cos 5 1 cos ðωt þ θtÞ |
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¼ A cos ðωt þ θtÞ |
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Note that in the above equation, A is the amplitude of cos(ωt + θt): |
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A ¼ Plmn cos |
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2 cos 5 1 |
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Amplitude A is related to the RMS pressure of the standing wave (from the section of one-dimensional plane waves):