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'''Acoustic theory''' is the field relating to mathematical description of [[sound]] [[waves]]. It is derived from [[fluid dynamics]]. See [[acoustics]] for the [[engineering]] approach.
 
The propagation of sound waves in a fluid (such as water) can be modeled by an equation of motion (conservation of [[momentum]]) and an equation of continuity (conservation of [[mass]]).  With some simplifications, in particular constant density, they can be given as follows:
: <math>
  \begin{align}
    \rho_0 \frac{\partial \mathbf{v}}{\partial t} + \nabla p & = 0  \qquad \text{(Momentum balance)} \\
    \frac{\partial p}{\partial t} + \kappa~\nabla \cdot \mathbf{v} & = 0  \qquad \text{(Mass balance)}
  \end{align}
</math>
where <math>p(\mathbf{x}, t)</math> is the acoustic pressure and <math>\mathbf{v}(\mathbf{x}, t)</math> is the acoustic fluid velocity vector, <math>\mathbf{x}</math> is the vector of spatial coordinates <math>x, y, z</math>, <math>t</math> is the time, <math>\rho_0</math> is the static mass density of the medium and <math>\kappa</math> is the [[bulk modulus]] of the medium. The bulk modulus can be expressed in terms of the density and the speed of sound in the medium (<math>c_0</math>) as
: <math>\kappa = \rho_0 c_0^2 ~.</math>
If the acoustic fluid velocity field is [[irrotational]], <math> \nabla \times \mathbf{v}=\mathbf{0}</math>, then the [[acoustic wave equation]] is a combination of these two sets of balance equations and can be expressed as <ref>Douglas D. Reynolds. (1981). ''Engineering Principles in Acoustics'', Allyn and Bacon Inc., Boston.</ref>
:<math>
  \cfrac{\partial^2 \mathbf{v}}{\partial t^2} - c_0^2~\nabla^2\mathbf{v} = 0
  \qquad \text{or} \qquad
  \cfrac{\partial^2 p}{\partial t^2} - c_0^2~\nabla^2 p = 0,
</math>
where we have used the [[vector Laplacian]], <math> \nabla^2 \mathbf{v} = \nabla(\nabla \cdot \mathbf{v}) - \nabla \times (\nabla \times \mathbf{v}) </math>
.
The acoustic wave equation (and the mass and momentum balance equations) are often expressed in terms of a [[scalar potential]] <math>\varphi</math> where <math>\mathbf{v} = \nabla\varphi</math>. In that case the acoustic wave equation is written as
:<math>
  \cfrac{\partial^2 \varphi}{\partial t^2} - c_0^2~\nabla^2 \varphi = 0
</math>
and the momentum balance and mass balance are expressed as
:<math>
  p + \rho_0~\cfrac{\partial\varphi}{\partial t} = 0 ~;~~
  \rho + \cfrac{\rho_0}{c_0^2}~\cfrac{\partial\varphi}{\partial t} = 0 ~.
</math>
 
==Derivation of the governing equations==
The derivations of the above equations for waves in an acoustic medium are given below.
 
===Conservation of momentum===
The equations for the [[Derivation_of_the_Navier%E2%80%93Stokes_equations#General_form_of_the_Navier.E2.80.93Stokes_equations|conservation of linear momentum]] for a fluid medium are
:<math>
  \rho \left(\frac{\partial \mathbf{v}}{\partial t} + \mathbf{v} \cdot \nabla \mathbf{v}\right) = -\nabla p + \nabla \cdot\boldsymbol{s} + \rho\mathbf{b}
</math>
where <math>\mathbf{b}</math> is the body force per unit mass, <math>p</math> is the pressure, and <math>\boldsymbol{s}</math> is the deviatoric stress.  If <math>\boldsymbol{\sigma}</math> is the Cauchy stress, then
:<math>
  p := -\tfrac{1}{3}~\text{tr}(\boldsymbol{\sigma}) ~;~~
  \boldsymbol{s} := \boldsymbol{\sigma} + p~\boldsymbol{\mathit{1}}
</math>
where <math> \boldsymbol{\mathit{1}}</math> is the rank-2 identity tensor.
 
We make several assumptions to derive the momentum balance equation for an acoustic medium. These assumptions and the resulting forms of the momentum equations are outlined below.
 
====Assumption 1: Newtonian fluid====
In acoustics, the fluid medium is assumed to be [[Newtonian fluid|Newtonian]]. For a Newtonian fluid, the deviatoric stress tensor is related to the velocity by
:<math>\boldsymbol{s} = \mu~\left[\nabla\mathbf{v} + (\nabla\mathbf{v})^T\right] +
      \lambda~(\nabla \cdot \mathbf{v})~\boldsymbol{\mathit{1}}
</math>
where <math>\mu</math> is the shear [[viscosity]] and <math>\lambda</math> is the [[bulk viscosity]].
 
Therefore, the divergence of <math>\boldsymbol{s}</math> is given by
:<math>
  \begin{align}
  \nabla\cdot\boldsymbol{s} \equiv \cfrac{\partial s_{ij}}{\partial x_i} & =
    \mu \left[\cfrac{\partial}{\partial x_i}\left(\cfrac{\partial v_i}{\partial x_j}+\cfrac{\partial v_j}{\partial x_i}\right)\right] + \lambda~\left[\cfrac{\partial}{\partial x_i}\left(\cfrac{\partial v_k}{\partial x_k}\right)\right]\delta_{ij} \\
    & = \mu~\cfrac{\partial^2 v_i}{\partial x_i \partial x_j} + \mu~\cfrac{\partial^2 v_j}{\partial x_i\partial x_i} + \lambda~\cfrac{\partial^2 v_k}{\partial x_k\partial x_j} \\
    & = (\mu + \lambda)~\cfrac{\partial^2 v_i}{\partial x_i \partial x_j} + \mu~\cfrac{\partial^2 v_j}{\partial x_i^2} \\
    & \equiv (\mu + \lambda)~\nabla(\nabla\cdot\mathbf{v}) + \mu~\nabla^2\mathbf{v} ~.
  \end{align}
</math>
Using the identity <math>\nabla^2\mathbf{v} = \nabla(\nabla\cdot\mathbf{v}) - \nabla\times\nabla\times\mathbf{v}</math>, we have
:<math>
  \nabla\cdot\boldsymbol{s} = (2\mu + \lambda)~\nabla(\nabla\cdot\mathbf{v}) -
      \mu~\nabla\times\nabla\times\mathbf{v}~.
  </math>
The equations for the conservation of momentum may then be written as
:<math>
  \rho \left(\frac{\partial \mathbf{v}}{\partial t} + \mathbf{v} \cdot \nabla \mathbf{v}\right) = -\nabla p + (2\mu + \lambda)~\nabla(\nabla\cdot\mathbf{v}) -
      \mu~\nabla\times\nabla\times\mathbf{v} + \rho\mathbf{b}
</math>
 
====Assumption 2: Irrotational flow====
For most acoustics problems we assume that the flow is irrotational, that is, the [[vorticity]] is zero. In that case
:<math>
  \nabla\times\mathbf{v} = 0
</math>
and the momentum equation reduces to
:<math>
  \rho \left(\frac{\partial \mathbf{v}}{\partial t} + \mathbf{v} \cdot \nabla \mathbf{v}\right) = -\nabla p + (2\mu + \lambda)~\nabla(\nabla\cdot\mathbf{v}) + \rho\mathbf{b}
</math>
 
====Assumption 3: No body forces====
Another frequently made assumption is that effect of body forces on the fluid medium is negligible. The momentum equation then further simplifies to
:<math>
  \rho \left(\frac{\partial \mathbf{v}}{\partial t} + \mathbf{v} \cdot \nabla \mathbf{v}\right) = -\nabla p + (2\mu + \lambda)~\nabla(\nabla\cdot\mathbf{v})
</math>
 
====Assumption 4: No viscous forces====
Additionally, if we assume that there are no viscous forces in the medium (the bulk and shear viscosities are zero), the momentum equation takes the form
:<math>
  \rho \left(\frac{\partial \mathbf{v}}{\partial t} + \mathbf{v} \cdot \nabla \mathbf{v}\right) = -\nabla p
</math>
 
====Assumption 5: Small disturbances====
An important simplifying assumption for acoustic waves is that the amplitude of the disturbance of the field quantities is small. This assumption leads to the linear or small signal acoustic wave equation.  Then we can express the variables as the sum of the (time averaged) mean field (<math>\langle\cdot\rangle</math>) that varies in space and a small fluctuating field (<math>\tilde{\cdot}</math>) that varies in space and time.  That is
:<math>
  p = \langle p\rangle + \tilde{p} ~;~~
  \rho = \langle\rho\rangle + \tilde{\rho} ~;~~
  \mathbf{v} = \langle\mathbf{v}\rangle + \tilde{\mathbf{v}}
</math>
and
:<math>
  \cfrac{\partial\langle p \rangle}{\partial t} = 0 ~;~~ \cfrac{\partial\langle \rho \rangle}{\partial t} = 0 ~;~~
  \cfrac{\partial\langle \mathbf{v} \rangle}{\partial t} = \mathbf{0} ~.
</math>
Then the momentum equation can be expressed as
:<math>
  \left[\langle\rho\rangle+\tilde{\rho}\right] \left[\frac{\partial\tilde{\mathbf{v}}}{\partial t}  + \left[\langle\mathbf{v}\rangle+\tilde{\mathbf{v}}\right] \cdot \nabla \left[\langle\mathbf{v}\rangle+\tilde{\mathbf{v}}\right]\right] = -\nabla \left[\langle p\rangle+\tilde{p}\right]
</math>
Since the fluctuations are assumed to be small, products of the fluctuation terms can be neglected (to first order) and we have
:<math>
  \begin{align}
  \langle\rho\rangle~\frac{\partial\tilde{\mathbf{v}}}{\partial t} & +
  \left[\langle\rho\rangle+\tilde{\rho}\right]\left[\langle\mathbf{v}\rangle\cdot\nabla \langle\mathbf{v}\rangle\right]+
  \langle\rho\rangle\left[\langle\mathbf{v}\rangle\cdot\nabla\tilde{\mathbf{v}} +
    \tilde{\mathbf{v}}\cdot\nabla\langle\mathbf{v}\rangle\right] \\
  & = -\nabla \left[\langle p\rangle+\tilde{p}\right]
  \end{align}
</math>
 
====Assumption 6: Homogeneous medium====
Next we assume that the medium is homogeneous; in the sense that the time averaged variables
<math>\langle p \rangle</math> and <math>\langle \rho \rangle</math> have zero gradients, i.e.,
:<math>
  \nabla\langle p \rangle =  0 ~;~~ \nabla\langle \rho \rangle = 0 ~.
</math>
The momentum equation then becomes
:<math>
  \langle\rho\rangle~\frac{\partial\tilde{\mathbf{v}}}{\partial t} +
  \left[\langle\rho\rangle+\tilde{\rho}\right]\left[\langle\mathbf{v}\rangle\cdot\nabla \langle\mathbf{v}\rangle\right]+
  \langle\rho\rangle\left[\langle\mathbf{v}\rangle\cdot\nabla\tilde{\mathbf{v}} +
    \tilde{\mathbf{v}}\cdot\nabla\langle\mathbf{v}\rangle\right]
  = -\nabla\tilde{p}
</math>
 
====Assumption 7: Medium at rest====
At this stage we assume that the medium is at rest which implies that the mean velocity is zero, i.e. <math>\langle\mathbf{v}\rangle = 0 </math>.  Then the balance of momentum reduces to
:<math>
    \langle\rho\rangle~\frac{\partial\tilde{\mathbf{v}}}{\partial t} = -\nabla\tilde{p}
</math>
Dropping the tildes and using <math>\rho_0 := \langle\rho\rangle</math>, we get the commonly used form of the acoustic momentum equation
:<math>
    \rho_0~\frac{\partial\mathbf{v}}{\partial t} + \nabla p = 0 ~.
</math>
 
===Conservation of mass===
The equation for the [[Derivation_of_the_Navier%E2%80%93Stokes_equations#Conservation_of_mass|conservation of mass]] in a fluid volume (without any mass sources or sinks) is given by
:<math>\frac{\partial \rho}{\partial t} + \nabla \cdot (\rho \mathbf{v}) = 0</math>
where <math>\rho(\mathbf{x},t)</math> is the mass density of the fluid and <math>\mathbf{v}(\mathbf{x},t)</math> is the fluid velocity.
 
The equation for the conservation of mass for an acoustic medium can also be derived in a manner similar to that used for the conservation of momentum.
 
====Assumption 1: Small disturbances====
From the assumption of small disturbances we have
:<math>
  p = \langle p\rangle + \tilde{p} ~;~~
  \rho = \langle\rho\rangle + \tilde{\rho} ~;~~
  \mathbf{v} = \langle\mathbf{v}\rangle + \tilde{\mathbf{v}}
</math>
and
:<math>
  \cfrac{\partial\langle p \rangle}{\partial t} = 0 ~;~~ \cfrac{\partial\langle \rho \rangle}{\partial t} = 0 ~;~~
  \cfrac{\partial\langle \mathbf{v} \rangle}{\partial t} = \mathbf{0} ~.
</math>
Then the mass balance equation can be written as
:<math>
  \frac{\partial\tilde{\rho}}{\partial t} +
    \left[\langle\rho\rangle+\tilde{\rho}\right]\nabla \cdot\left[\langle\mathbf{v}\rangle+\tilde{\mathbf{v}}\right] +
  \nabla\left[\langle\rho\rangle+\tilde{\rho}\right]\cdot \left[\langle\mathbf{v}\rangle+\tilde{\mathbf{v}}\right]= 0
  </math>
If we neglect higher than first order terms in the fluctuations, the mass balance equation becomes
:<math>
  \frac{\partial\tilde{\rho}}{\partial t} +
    \left[\langle\rho\rangle+\tilde{\rho}\right]\nabla \cdot\langle\mathbf{v}\rangle+
    \langle\rho\rangle\nabla\cdot\tilde{\mathbf{v}} +
    \nabla\left[\langle\rho\rangle+\tilde{\rho}\right]\cdot\langle\mathbf{v}\rangle+
    \nabla\langle\rho\rangle\cdot\tilde{\mathbf{v}}= 0
  </math>
 
====Assumption 2: Homogeneous medium====
Next we assume that the medium is homogeneous, i.e.,
:<math>
  \nabla\langle \rho \rangle = 0 ~.
</math>
Then the mass balance equation takes the form
:<math>
  \frac{\partial\tilde{\rho}}{\partial t} +
    \left[\langle\rho\rangle+\tilde{\rho}\right]\nabla \cdot\langle\mathbf{v}\rangle+
    \langle\rho\rangle\nabla\cdot\tilde{\mathbf{v}} +
    \nabla\tilde{\rho}\cdot\langle\mathbf{v}\rangle
    = 0
  </math>
 
====Assumption 3: Medium at rest====
At this stage we assume that the medium is at rest, i.e., <math>\langle\mathbf{v}\rangle = 0 </math>.  Then the mass balance equation can be expressed as
:<math>
  \frac{\partial\tilde{\rho}}{\partial t} +
    \langle\rho\rangle\nabla\cdot\tilde{\mathbf{v}} = 0
  </math>
 
====Assumption 4: Ideal gas, adiabatic, reversible====
In order to close the system of equations we need an [[equation of state]] for the pressure. To do that we assume that the medium is an [[ideal gas]] and all acoustic waves compress the medium in an [[adiabatic]] and [[Reversible process (thermodynamics)|reversible]] manner. The equation of state can then be expressed in the form of the differential equation:
:<math>
    \cfrac{dp}{d\rho} = \cfrac{\gamma~p}{\rho} ~;~~ \gamma := \cfrac{c_p}{c_v} ~;~~ c^2 = \cfrac{\gamma~p}{\rho} ~.
</math>
where <math>c_p</math> is the [[specific heat]] at constant pressure, <math>c_v</math> is the [[specific heat]] at constant volume, and <math>c</math> is the wave speed. The value of <math>\gamma</math> is 1.4 if the acoustic medium is air.
 
For small disturbances
:<math>
  \cfrac{dp}{d\rho} \approx \cfrac{\tilde{p}}{\tilde{\rho}}  ~;~~
  \cfrac{p}{\rho} \approx \cfrac{\langle p \rangle}{\langle \rho \rangle} ~;~~
  c^2 \approx c_0^2 = \cfrac{\gamma~\langle p\rangle}{\langle \rho \rangle} ~.
</math>
where <math>c_0</math> is the [[speed of sound]] in the medium.
 
Therefore,
:<math>
  \cfrac{\tilde{p}}{\tilde{\rho}} = \gamma~\cfrac{\langle p \rangle}{\langle \rho \rangle}
    = c_0^2 \qquad \implies \qquad
  \cfrac{\partial\tilde{p}}{\partial t} = c_0^2 \cfrac{\partial\tilde{\rho}}{\partial t}
</math>
The balance of mass can then be written as
:<math>
  \cfrac{1}{c_0^2}\frac{\partial\tilde{p}}{\partial t} +
    \langle\rho\rangle\nabla\cdot\tilde{\mathbf{v}} = 0
  </math>
Dropping the tildes and defining <math>\rho_0 :=  \langle\rho\rangle</math> gives us the commonly used expression for the balance of mass in an acoustic medium:
:<math>
  \frac{\partial p}{\partial t} + \rho_0~c_0^2~\nabla\cdot\mathbf{v} = 0 ~.
  </math>
 
==Governing equations in cylindrical coordinates==
If we use a [[cylindrical coordinate system]] <math>(r,\theta,z)</math> with [[basis vectors]] <math>\mathbf{e}_r, \mathbf{e}_\theta, \mathbf{e}_z</math>, then the [[gradient]] of <math>p</math> and the [[divergence]] of <math>\mathbf{v}</math> are given by
:<math>
  \begin{align}
    \nabla p & = \cfrac{\partial p}{\partial r}~\mathbf{e}_r + \cfrac{1}{r}~\cfrac{\partial p}{\partial \theta}~\mathbf{e}_\theta + \cfrac{\partial p}{\partial z}~\mathbf{e}_z \\
    \nabla\cdot\mathbf{v} & = \cfrac{\partial v_r}{\partial r} + \cfrac{1}{r}\left(\cfrac{\partial v_\theta}{\partial \theta} + v_r\right) + \cfrac{\partial v_z}{\partial z}
  \end{align}
</math>
where the [[velocity]] has been expressed as <math>\mathbf{v} = v_r~\mathbf{e}_r+v_\theta~\mathbf{e}_\theta+v_z~\mathbf{e}_z</math>.
 
The equations for the [[conservation of momentum]] may then be written as
:<math>
  \rho_0~\left[\cfrac{\partial v_r}{\partial t}~\mathbf{e}_r+\cfrac{\partial v_\theta}{\partial t}~\mathbf{e}_\theta+\cfrac{\partial v_z}{\partial t}~\mathbf{e}_z\right] +
\cfrac{\partial p}{\partial r}~\mathbf{e}_r + \cfrac{1}{r}~\cfrac{\partial p}{\partial \theta}~\mathbf{e}_\theta + \cfrac{\partial p}{\partial z}~\mathbf{e}_z = 0
</math>
In terms of components, these three equations for the [[conservation of momentum]] in [[cylindrical coordinates]] are
:<math>
    \rho_0~\cfrac{\partial v_r}{\partial t} + \cfrac{\partial p}{\partial r}  = 0 ~;~~
    \rho_0~\cfrac{\partial v_\theta}{\partial t} + \cfrac{1}{r}~\cfrac{\partial p}{\partial \theta}  = 0 ~;~~
    \rho_0~\cfrac{\partial v_z}{\partial t} + \cfrac{\partial p}{\partial z}  = 0 ~.
</math>
 
The equation for the [[conservation of mass]] can similarly be written in [[cylindrical coordinates]] as
:<math>
  \cfrac{\partial p}{\partial t} + \kappa\left[\cfrac{\partial v_r}{\partial r} + \cfrac{1}{r}\left(\cfrac{\partial v_\theta}{\partial \theta} + v_r\right) + \cfrac{\partial v_z}{\partial z}\right] = 0 ~.
</math>
 
===Time harmonic acoustic equations in cylindrical coordinates===
The acoustic equations for the [[conservation of momentum]] and the [[conservation of mass]] are often expressed in time [[harmonic]] form (at fixed [[frequency]]).  In that case, the pressures and the velocity are assumed to be time harmonic functions of the form
:<math>
  p(\mathbf{x}, t) = \hat{p}(\mathbf{x})~e^{-i\omega t} ~;~~
  \mathbf{v}(\mathbf{x}, t) = \hat{\mathbf{v}}(\mathbf{x})~e^{-i\omega t} ~;~~ i := \sqrt{-1}
</math>
where <math>\omega</math> is the frequency. Substitution of these expressions into the governing equations in [[cylindrical coordinates]] gives us the fixed frequency form of the [[conservation of momentum]]
:<math>
  \cfrac{\partial\hat{p}}{\partial r} = i\omega~\rho_0~\hat{v}_r ~;~~
  \cfrac{1}{r}~\cfrac{\partial\hat{p}}{\partial \theta} = i\omega~\rho_0~\hat{v}_\theta ~;~~
    \cfrac{\partial\hat{p}}{\partial z} = i\omega~\rho_0~\hat{v}_z
</math>
and the fixed frequency form of the [[conservation of mass]]
:<math>
  \cfrac{i\omega \hat{p}}{\kappa} = \cfrac{\partial \hat{v}_r}{\partial r} + \cfrac{1}{r}\left(\cfrac{\partial \hat{v}_\theta}{\partial \theta} + \hat{v}_r\right) + \cfrac{\partial \hat{v}_z}{\partial z} ~.
</math>
 
====Special case: No z-dependence====
In the special case where the field quantities are independent of the z-coordinate we can eliminate <math>v_r, v_\theta</math> to get
:<math>
  \frac{\partial^2 p}{\partial r^2} + \frac{1}{r}\frac{\partial p}{\partial r} +
    \frac{1}{r^2}~\frac{\partial^2 p}{\partial\theta^2} + \frac{\omega^2\rho_0}{\kappa}~p = 0
</math>
Assuming that the solution of this equation can be written as
:<math>
    p(r,\theta) = R(r)~Q(\theta)
</math>
we can write the partial differential equation as
:<math>
  \cfrac{r^2}{R}~\cfrac{d^2R}{dr^2} + \cfrac{r}{R}~\cfrac{dR}{dr} + \cfrac{r^2\omega^2\rho_0}{\kappa} = -\cfrac{1}{Q}~\cfrac{d^2Q}{d\theta^2}
</math>
The left hand side is not a function of <math>\theta</math> while the right hand side is not a function of <math>r</math>. Hence,
:<math>
  r^2~\cfrac{d^2R}{dr^2} + r~\cfrac{dR}{dr} + \cfrac{r^2\omega^2\rho_0}{\kappa}~R = \alpha^2~R ~;~~ \cfrac{d^2Q}{d\theta^2} = -\alpha^2~Q
</math>
where <math>\alpha^2</math> is a constant. Using the substitution
:<math>
  \tilde{r} \leftarrow \left(\omega\sqrt{\cfrac{\rho_0}{\kappa}}\right) r = k~r
</math>
we have
:<math>
  \tilde{r}^2~\cfrac{d^2R}{d\tilde{r}^2} + \tilde{r}~\cfrac{dR}{d\tilde{r}} + (\tilde{r}^2-\alpha^2)~R = 0 ~;~~ \cfrac{d^2Q}{d\theta^2} = -\alpha^2~Q
</math>
The equation on the left is the [[Bessel equation]] which has the general solution
:<math>
  R(r) =  A_\alpha~J_\alpha(k~r) + B_\alpha~J_{-\alpha}(k~r)
</math>
where <math>J_\alpha</math> is the cylindrical [[Bessel function]] of the first kind and <math>A_\alpha, B_\alpha</math> are undetermined constants. The equation on the right has the general solution
:<math>
  Q(\theta) = C_\alpha~e^{i\alpha\theta} + D_\alpha~e^{-i\alpha\theta}
</math>
where <math>C_\alpha,D_\alpha</math> are undetermined constants. Then the solution of the acoustic wave equation is
:<math>
  p(r,\theta) = \left[A_\alpha~J_\alpha(k~r) + B_\alpha~J_{-\alpha}(k~r)\right]\left(C_\alpha~e^{i\alpha\theta} + D_\alpha~e^{-i\alpha\theta}\right)
</math>
Boundary conditions are needed at this stage to determine <math>\alpha</math> and the other undetermined constants.
 
==References==
{{Reflist}}
 
==See also==
* [[Acoustic attenuation]]
* [[Aeroacoustics]]
* [[Transfer function]]
* [[Sound]]
* [[Acoustic impedance]]
* [[Acoustic resistance]]
* [[Gas Laws|law of gases]]
* [[Frequency]]
* [[Fourier analysis]]
* [[Music theory]]
* [[Voice production]]
* [[Formant]]
* [[Speech synthesis]]
* [[Loudspeaker acoustics]]
* [[Lumped component]] model
 
{{DEFAULTSORT:Acoustic Theory}}
[[Category:Fluid dynamics]]
[[Category:Acoustics]]

Revision as of 06:39, 17 April 2013

Acoustic theory is the field relating to mathematical description of sound waves. It is derived from fluid dynamics. See acoustics for the engineering approach.

The propagation of sound waves in a fluid (such as water) can be modeled by an equation of motion (conservation of momentum) and an equation of continuity (conservation of mass). With some simplifications, in particular constant density, they can be given as follows:

ρ0vt+p=0(Momentum balance)pt+κv=0(Mass balance)

where p(x,t) is the acoustic pressure and v(x,t) is the acoustic fluid velocity vector, x is the vector of spatial coordinates x,y,z, t is the time, ρ0 is the static mass density of the medium and κ is the bulk modulus of the medium. The bulk modulus can be expressed in terms of the density and the speed of sound in the medium (c0) as

κ=ρ0c02.

If the acoustic fluid velocity field is irrotational, ×v=0, then the acoustic wave equation is a combination of these two sets of balance equations and can be expressed as [1]

2vt2c022v=0or2pt2c022p=0,

where we have used the vector Laplacian, 2v=(v)×(×v) . The acoustic wave equation (and the mass and momentum balance equations) are often expressed in terms of a scalar potential φ where v=φ. In that case the acoustic wave equation is written as

2φt2c022φ=0

and the momentum balance and mass balance are expressed as

p+ρ0φt=0;ρ+ρ0c02φt=0.

Derivation of the governing equations

The derivations of the above equations for waves in an acoustic medium are given below.

Conservation of momentum

The equations for the conservation of linear momentum for a fluid medium are

ρ(vt+vv)=p+s+ρb

where b is the body force per unit mass, p is the pressure, and s is the deviatoric stress. If σ is the Cauchy stress, then

p:=13tr(σ);s:=σ+p1

where 1 is the rank-2 identity tensor.

We make several assumptions to derive the momentum balance equation for an acoustic medium. These assumptions and the resulting forms of the momentum equations are outlined below.

Assumption 1: Newtonian fluid

In acoustics, the fluid medium is assumed to be Newtonian. For a Newtonian fluid, the deviatoric stress tensor is related to the velocity by

s=μ[v+(v)T]+λ(v)1

where μ is the shear viscosity and λ is the bulk viscosity.

Therefore, the divergence of s is given by

ssijxi=μ[xi(vixj+vjxi)]+λ[xi(vkxk)]δij=μ2vixixj+μ2vjxixi+λ2vkxkxj=(μ+λ)2vixixj+μ2vjxi2(μ+λ)(v)+μ2v.

Using the identity 2v=(v)××v, we have

s=(2μ+λ)(v)μ××v.

The equations for the conservation of momentum may then be written as

ρ(vt+vv)=p+(2μ+λ)(v)μ××v+ρb

Assumption 2: Irrotational flow

For most acoustics problems we assume that the flow is irrotational, that is, the vorticity is zero. In that case

×v=0

and the momentum equation reduces to

ρ(vt+vv)=p+(2μ+λ)(v)+ρb

Assumption 3: No body forces

Another frequently made assumption is that effect of body forces on the fluid medium is negligible. The momentum equation then further simplifies to

ρ(vt+vv)=p+(2μ+λ)(v)

Assumption 4: No viscous forces

Additionally, if we assume that there are no viscous forces in the medium (the bulk and shear viscosities are zero), the momentum equation takes the form

ρ(vt+vv)=p

Assumption 5: Small disturbances

An important simplifying assumption for acoustic waves is that the amplitude of the disturbance of the field quantities is small. This assumption leads to the linear or small signal acoustic wave equation. Then we can express the variables as the sum of the (time averaged) mean field () that varies in space and a small fluctuating field (~) that varies in space and time. That is

p=p+p~;ρ=ρ+ρ~;v=v+v~

and

pt=0;ρt=0;vt=0.

Then the momentum equation can be expressed as

[ρ+ρ~][v~t+[v+v~][v+v~]]=[p+p~]

Since the fluctuations are assumed to be small, products of the fluctuation terms can be neglected (to first order) and we have

ρv~t+[ρ+ρ~][vv]+ρ[vv~+v~v]=[p+p~]

Assumption 6: Homogeneous medium

Next we assume that the medium is homogeneous; in the sense that the time averaged variables p and ρ have zero gradients, i.e.,

p=0;ρ=0.

The momentum equation then becomes

ρv~t+[ρ+ρ~][vv]+ρ[vv~+v~v]=p~

Assumption 7: Medium at rest

At this stage we assume that the medium is at rest which implies that the mean velocity is zero, i.e. v=0. Then the balance of momentum reduces to

ρv~t=p~

Dropping the tildes and using ρ0:=ρ, we get the commonly used form of the acoustic momentum equation

ρ0vt+p=0.

Conservation of mass

The equation for the conservation of mass in a fluid volume (without any mass sources or sinks) is given by

ρt+(ρv)=0

where ρ(x,t) is the mass density of the fluid and v(x,t) is the fluid velocity.

The equation for the conservation of mass for an acoustic medium can also be derived in a manner similar to that used for the conservation of momentum.

Assumption 1: Small disturbances

From the assumption of small disturbances we have

p=p+p~;ρ=ρ+ρ~;v=v+v~

and

pt=0;ρt=0;vt=0.

Then the mass balance equation can be written as

ρ~t+[ρ+ρ~][v+v~]+[ρ+ρ~][v+v~]=0

If we neglect higher than first order terms in the fluctuations, the mass balance equation becomes

ρ~t+[ρ+ρ~]v+ρv~+[ρ+ρ~]v+ρv~=0

Assumption 2: Homogeneous medium

Next we assume that the medium is homogeneous, i.e.,

ρ=0.

Then the mass balance equation takes the form

ρ~t+[ρ+ρ~]v+ρv~+ρ~v=0

Assumption 3: Medium at rest

At this stage we assume that the medium is at rest, i.e., v=0. Then the mass balance equation can be expressed as

ρ~t+ρv~=0

Assumption 4: Ideal gas, adiabatic, reversible

In order to close the system of equations we need an equation of state for the pressure. To do that we assume that the medium is an ideal gas and all acoustic waves compress the medium in an adiabatic and reversible manner. The equation of state can then be expressed in the form of the differential equation:

dpdρ=γpρ;γ:=cpcv;c2=γpρ.

where cp is the specific heat at constant pressure, cv is the specific heat at constant volume, and c is the wave speed. The value of γ is 1.4 if the acoustic medium is air.

For small disturbances

dpdρp~ρ~;pρpρ;c2c02=γpρ.

where c0 is the speed of sound in the medium.

Therefore,

p~ρ~=γpρ=c02p~t=c02ρ~t

The balance of mass can then be written as

1c02p~t+ρv~=0

Dropping the tildes and defining ρ0:=ρ gives us the commonly used expression for the balance of mass in an acoustic medium:

pt+ρ0c02v=0.

Governing equations in cylindrical coordinates

If we use a cylindrical coordinate system (r,θ,z) with basis vectors er,eθ,ez, then the gradient of p and the divergence of v are given by

p=prer+1rpθeθ+pzezv=vrr+1r(vθθ+vr)+vzz

where the velocity has been expressed as v=vrer+vθeθ+vzez.

The equations for the conservation of momentum may then be written as

ρ0[vrter+vθteθ+vztez]+prer+1rpθeθ+pzez=0

In terms of components, these three equations for the conservation of momentum in cylindrical coordinates are

ρ0vrt+pr=0;ρ0vθt+1rpθ=0;ρ0vzt+pz=0.

The equation for the conservation of mass can similarly be written in cylindrical coordinates as

pt+κ[vrr+1r(vθθ+vr)+vzz]=0.

Time harmonic acoustic equations in cylindrical coordinates

The acoustic equations for the conservation of momentum and the conservation of mass are often expressed in time harmonic form (at fixed frequency). In that case, the pressures and the velocity are assumed to be time harmonic functions of the form

p(x,t)=p^(x)eiωt;v(x,t)=v^(x)eiωt;i:=1

where ω is the frequency. Substitution of these expressions into the governing equations in cylindrical coordinates gives us the fixed frequency form of the conservation of momentum

p^r=iωρ0v^r;1rp^θ=iωρ0v^θ;p^z=iωρ0v^z

and the fixed frequency form of the conservation of mass

iωp^κ=v^rr+1r(v^θθ+v^r)+v^zz.

Special case: No z-dependence

In the special case where the field quantities are independent of the z-coordinate we can eliminate vr,vθ to get

2pr2+1rpr+1r22pθ2+ω2ρ0κp=0

Assuming that the solution of this equation can be written as

p(r,θ)=R(r)Q(θ)

we can write the partial differential equation as

r2Rd2Rdr2+rRdRdr+r2ω2ρ0κ=1Qd2Qdθ2

The left hand side is not a function of θ while the right hand side is not a function of r. Hence,

r2d2Rdr2+rdRdr+r2ω2ρ0κR=α2R;d2Qdθ2=α2Q

where α2 is a constant. Using the substitution

r~(ωρ0κ)r=kr

we have

r~2d2Rdr~2+r~dRdr~+(r~2α2)R=0;d2Qdθ2=α2Q

The equation on the left is the Bessel equation which has the general solution

R(r)=AαJα(kr)+BαJα(kr)

where Jα is the cylindrical Bessel function of the first kind and Aα,Bα are undetermined constants. The equation on the right has the general solution

Q(θ)=Cαeiαθ+Dαeiαθ

where Cα,Dα are undetermined constants. Then the solution of the acoustic wave equation is

p(r,θ)=[AαJα(kr)+BαJα(kr)](Cαeiαθ+Dαeiαθ)

Boundary conditions are needed at this stage to determine α and the other undetermined constants.

References

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See also

  1. Douglas D. Reynolds. (1981). Engineering Principles in Acoustics, Allyn and Bacon Inc., Boston.