Chapter 2

Acoustic waves

Being now equipped with some ideas about wave motions, it is useful to consider an example of waves which occurs in both the ocean and the atmosphere and which can illustrate many of the ideas in a rather simple way. Acoustic or sound waves, as Lighthill (1978) points out, are the most fundamental waves in fluids because they can exist in the absence of any external force field. Instead of gravity or rotation, for example, providing a restoring force for the motions, the restoring force for acoustic waves is the fluid’s resistance to compression (i.e., its compressibility).

Basic physics

When viscous dissipation, rotation and gravitational forces are neglected, the momentum and continuity equations are βˆ‚uβ†’*βˆ‚t+uβ†’*β‹…βˆ‡uβ†’*=βˆ’1ρ*βˆ‡p*,βˆ‚Ο*βˆ‚t+βˆ‡β‹…(ρ*uβ†’*)=0.\begin{aligned} \frac{\partial\vec u^{\,*}}{\partial t} +\vec u^{\,*}\cdot\nabla\vec u^{\,*} & =-\frac{1}{\rho^*}\nabla p^*, \\ \frac{\partial\rho^*}{\partial t} +\nabla\cdot(\rho^*\vec u^{\,*}) & =0. \end{aligned}

An equation relating density and pressure may be obtained from the first law of thermodynamics (Batchelor, 1967; Chapter 3). It can be shown that, if ρ*=ρ*(p*,T)\rho^*=\rho^*(p^*,T) and the motions are adiabatic so that βˆ‚S/βˆ‚t=0\partial S/\partial t=0 where SS is the entropy, then ρ*=ρ*(p*,S)\rho^*=\rho^*(p^*,S) and (Dρ*Dt)S=(βˆ‚Ο*βˆ‚p*)S(Dp*Dt)S.\left(\frac{D\rho^*}{Dt}\right)_S =\left(\frac{\partial\rho^*}{\partial p^*}\right)_S \left(\frac{Dp^*}{Dt}\right)_S. A solution of these equations, although trivial, is ρ*=ρ0;p*=p0;uβ†’*=0.\rho^*=\rho_0;\qquad p^*=p_0;\qquad \vec u^{\,*}=0. This solution is not very exciting, so we would like to study small deviations from it. Thus, we write ρ*=ρ0+ρ;p*=p0+p;uβ†’*=0+uβ†’\rho^*=\rho_0+\rho;\qquad p^*=p_0+p;\qquad \vec u^{\,*}=0+\vec u where ρ,p,uβ†’\rho,p,\vec u are of infinitesimal amplitude. After substituting into the original equations and neglecting products of small quantities, we have βˆ‚uβ†’βˆ‚t=βˆ’1ρ0βˆ‡p,βˆ‚Οβˆ‚t+ρ0βˆ‡β‹…uβ†’=0,βˆ‚Οβˆ‚t=cβˆ’2βˆ‚pβˆ‚t,\begin{aligned} \frac{\partial\vec u}{\partial t} & =-\frac{1}{\rho_0}\nabla p, \\ \frac{\partial\rho}{\partial t}+\rho_0\nabla\cdot\vec u & =0, \\ \frac{\partial\rho}{\partial t} & =c^{-2}\frac{\partial p}{\partial t}, \end{aligned} where c2=(βˆ‚Ο*βˆ‚p*)Sβˆ’1.c^2=\left(\frac{\partial\rho^*}{\partial p^*}\right)_S^{-1}. After eliminating uβ†’\vec u and ρ\rho in favor of pp, we obtain βˆ‚2pβˆ‚t2βˆ’c2βˆ‡2p=0.\frac{\partial^2p}{\partial t^2}-c^2\nabla^2p=0.

(2.1)

We recognize this as a wave equation which was listed in Chapter 1. It is easy to show that the other variables ρ,u,v,w\rho,u,v,w each satisfy a similar equation.

Plane waves

Consider a homogeneous medium; c(xβ†’,t)=c0c(\vec x,t)=c_0. Then p=aeβˆ’iΟƒt+ikx+iβ„“y+imzp=a e^{-i\sigma t+ikx+i{β„“} y+imz} solves the wave equation provided Οƒ2=c02(k2+β„“2+m2)\sigma^2=c_0^2(k^2+{β„“}^2+m^2)

(2.2)

which is the dispersion relation. For fixed Οƒ\sigma, the locus of allowed wavenumbers in k,β„“,mk,{β„“},m space is a sphere of radius Οƒ/c0\sigma/c_0. All wavenumbers kβ†’=kiΜ‚+β„“jΜ‚+mkΜ‚\vec k=k\hat i+{β„“}\hat j+m\hat k extending from the center of this sphere to its surface are allowed. In a given plane wave, phases propagate along the wavenumber vector at speed c0c_0; that is, Οƒ/|kβ†’|=c0\sigma/|\vec k|=c_0, so the waves are nondispersive. The group velocity cβ†’g\vec c_g is defined by cgx=βˆ‚Οƒβˆ‚k;cgy=βˆ‚Οƒβˆ‚β„“;cgz=βˆ‚Οƒβˆ‚mc_{gx}=\frac{\partial\sigma}{\partial k};\qquad c_{gy}=\frac{\partial\sigma}{\partial{β„“}};\qquad c_{gz}=\frac{\partial\sigma}{\partial m} and it is easy to show that |cβ†’g|=c0|\vec c_g|=c_0.

If p=aei(kβ†’β‹…xβ†’βˆ’Οƒt)p=a e^{i(\vec k\cdot\vec x-\sigma t)}, then the momentum equations say βˆ’iΟƒuβ†’=βˆ’ikβ†’p/ρ0-i\sigma\vec u=-i\vec k p/\rho_0, or uβ†’=kβ†’aσρ0ei(kβ†’β‹…xβ†’βˆ’Οƒt).\vec u=\frac{\vec k a}{\sigma\rho_0} e^{i(\vec k\cdot\vec x-\sigma t)}. This means that uβ†’\vec u and kβ†’\vec k are parallel, i.e. these are longitudinal waves (displacement is parallel to the direction of wave propagation). Also, uβ†’\vec u and pp are in phase in this travelling plane wave.

Reflection at a solid boundary

Suppose a plane wave of the form pinc=p0eβˆ’iΟƒt+ikx+iβ„“yβˆ’imzp_{inc}=p_0e^{-i\sigma t+ikx+i{β„“} y-imz}

is incident upon a solid boundary. At the solid boundary, the normal velocity must vanish; uβ†’β‹…nΜ‚=0\vec u\cdot\hat n=0 which means that βˆ‡pβ‹…nΜ‚=0\nabla p\cdot\hat n=0. If the solid boundary is at z=0z=0, then the boundary condition is pz=0at z=0.p_z=0\qquad\text{at }z=0.

image
Figure 2.1

To satisfy this boundary condition, we must add a reflected wave pref=p0eβˆ’iΟƒt+ikx+iβ„“y+imzp_{ref}=p_0e^{-i\sigma t+ikx+i{β„“} y+imz} to the incident wave. The solution is p=pinc+pref=2p0eβˆ’iΟƒt+ikx+iβ„“ycosmz.p=p_{inc}+p_{ref}=2p_0e^{-i\sigma t+ikx+i{β„“} y}\cos mz.

Suppose the solid boundary is tilted, say z=αxz=\alpha x, and the incident energy approaches along k→i\vec k_i while the reflected energy travels along k→r\vec k_r.

image
Figure 2.2

If pincp_{inc} and prefp_{ref} are to sum such that p=pinc+prefp=p_{inc}+p_{ref} satisfies βˆ‚p/βˆ‚n=0\partial p/\partial n=0 at the solid boundary, then we must have |kβ†’i|cosΞΈi=|kβ†’r|cosΞΈr,|\vec k_i|\cos\theta_i=|\vec k_r|\cos\theta_r, i.e., the projection of the incident wavenumber on the boundary must equal the projection of the reflected wavenumber on the boundary. But we know that |kβ†’i|=|kβ†’r|=Οƒ/c0|\vec k_i|=|\vec k_r|=\sigma/c_0, so ΞΈr=ΞΈi\theta_r=\theta_i. That is, the reflection of these waves is specular. (This is not true of all waves, however.) Note that βˆ‚p/βˆ‚n=0\partial p/\partial n=0 at the boundary means uβ†’β‹…nΜ‚=0\vec u\cdot\hat n=0 there, so uβ†’incβ‹…nΜ‚=βˆ’uβ†’refβ‹…nΜ‚\vec u_{inc}\cdot\hat n=-\vec u_{ref}\cdot\hat n.

Plane waves in a channel

A very important aspect of wave motion is the effect of boundaries which form a channel or waveguide. Thus far, the plane waves we have considered have not been restricted in the choice of wavenumbers. That is, the entire continuum of k,β„“,mk,{β„“},m choices has been available, provided we were willing to accept whatever frequency was required by the dispersion relation. We saw that the form of the plane wave was altered somewhat due to the presence of one boundary, so now we consider the effect of a second boundary.

image
Figure 2.3

Now the field equation is still valid in the interior of the channel, but the free waves must satisfy βˆ‚p/βˆ‚z=0\partial p/\partial z=0 on both boundaries, at z=0,βˆ’Dz=0,-D. To find a solution, we assume that the waves are free to travel along the channel, but that the cross-channel dependence is unknown. p(x,y,z,t)=p0eβˆ’iΟƒt+ikx+iβ„“yP(z).p(x,y,z,t)=p_0e^{-i\sigma t+ikx+i{β„“} y}P(z). This is substituted into the field equation to obtain an equation for the cross-channel structure Pzz+(Οƒ2/c02βˆ’k2βˆ’β„“2)P=0P_{zz}+(\sigma^2/c_0^2-k^2-{β„“}^2)P=0 Pz=0at z=0,βˆ’D.P_z=0\qquad\text{at }z=0,-D. This equation has the solution P(z)=cosnΟ€z/DP(z)=\cos n\pi z/D provided that Οƒ2/c02=k2+β„“2+n2Ο€2/D2,n=0,1,2,…\sigma^2/c_0^2=k^2+{β„“}^2+n^2\pi^2/D^2, \qquad n=0,1,2,\ldots

(2.3)

Notice that these solutions are each a sum of two plane waves 12p0eβˆ’iΟƒt+ikx+iβ„“y+inΟ€z/D+12p0eβˆ’iΟƒt+ikx+iβ„“yβˆ’inΟ€z/D\frac12p_0e^{-i\sigma t+ikx+i{β„“} y+in\pi z/D} +\frac12p_0e^{-i\sigma t+ikx+i{β„“} y-in\pi z/D} which satisfy βˆ‚p/βˆ‚z=0\partial p/\partial z=0 at z=0z=0 regardless of whether nn is an integer or not. However, to satisfy βˆ‚p/βˆ‚z=0\partial p/\partial z=0 at z=βˆ’Dz=-D, we need n=0,1,2,…n=0,1,2,\ldots. These solutions are called waveguide modes.

Another important point to notice is that each three-dimensional plane wave by itself satisfies the dispersion relation, so that both waves are the usual nondispersive plane waves if we think of nn as continuously variable. Yet the solution viewed as a two-dimensional plane wave restricted to the channel direction is dispersive! cph=Οƒ/(k2+β„“2)1/2=Β±c0[1+n2Ο€2(k2+β„“2)D2]1/2.c_{ph}=\sigma/(k^2+{β„“}^2)^{1/2} =\pm c_0\left[1+\frac{n^2\pi^2}{(k^2+{β„“}^2)D^2}\right]^{1/2}. The horizontal group velocity βˆ‚Οƒ/βˆ‚k\partial\sigma/\partial k, βˆ‚Οƒ/βˆ‚β„“\partial\sigma/\partial{β„“} is cβ†’g=c0kiΜ‚+β„“jΜ‚(k2+β„“2+n2Ο€2/D2)1/2.\vec c_g =c_0\frac{k\hat i+{β„“}\hat j} {(k^2+{β„“}^2+n^2\pi^2/D^2)^{1/2}}. It is parallel to the horizontal wavenumber kiΜ‚+β„“jΜ‚k\hat i+{β„“}\hat j but not equal to the phase velocity.

image
Figure 2.4

The n=0n=0 mode actually is nondispersive.

If we fix the horizontal wavelength 2Ο€/(k2+β„“2)1/22\pi/(k^2+{β„“}^2)^{1/2}, say by a wavemaker of fixed size perhaps but variable frequency, then there is an infinity of waveguide modes

n=0,1,2,…n=0,1,2,\ldots of ever increasing frequency Οƒ2=c02(k2+β„“2+n2Ο€2/D2)\sigma^2=c_0^2(k^2+{β„“}^2+n^2\pi^2/D^2). However, if we fix the frequency, then (k2+β„“2)=Οƒ2/c02βˆ’n2Ο€2/D2(k^2+{β„“}^2)=\sigma^2/c_0^2-n^2\pi^2/D^2 and only for n=0,1,…nmaxn=0,1,\ldots n_{max} will k2+β„“2>0k^2+{β„“}^2>0 where nmax=int[(D/Ο€)(Οƒ/c0)]n_{max}=\operatorname{int}[(D/\pi)(\sigma/c_0)]. That is, only for n=0,1,…nmaxn=0,1,\ldots n_{max} will the waveguide modes propagate down the channel! For example, consider waves in the xx-direction only n<nmaxp=eβˆ’iΟƒt+i(Οƒ2/c02βˆ’n2Ο€2/D2)1/2xcos⁑nΟ€zD,n>nmaxp=eβˆ’iΟƒtβˆ’(n2Ο€2/D2βˆ’Οƒ2/c02)1/2xcos⁑nΟ€zD.\begin{aligned} n<n_{max}\qquad p & =e^{-i\sigma t+i(\sigma^2/c_0^2-n^2\pi^2/D^2)^{1/2}x} \cos\frac{n\pi z}{D}, \\ n>n_{max}\qquad p & =e^{-i\sigma t-(n^2\pi^2/D^2-\sigma^2/c_0^2)^{1/2}x} \cos\frac{n\pi z}{D}. \end{aligned} The first set represents travelling waves. The second set represents evanescent waves which decay exponentially away from their source. Practically, this means that if we have a harmonic wavemaker in the channel, then we may expect to see more cross-channel structure near the wavemaker than far away from it.

Scattering at a discontinuity

We have considered the effect of a solid boundary on the propagation of sound waves. Suppose, however, that a plane wave encounters a boundary between two fluids at which the properties change abruptly, i.e. a discontinuity.

image
Figure 2.5

This discontinuity could represent the air-sea interface or the ocean bottom (which is not truly a solid boundary because it transmits sound waves). In both cases the incident wave approaches the discontinuity while travelling through the medium which has density ρ1\rho_1 and phase speed c1c_1. The density of the medium on the other side is ρ2\rho_2 while the phase speed is c2c_2.

For the case on the left (upward propagating incident wave), the incident, reflected and transmitted waves have the following forms; pI=aeβˆ’iΟƒt+ikx+im1z,pR=Raeβˆ’iΟƒt+ikxβˆ’im1z,pT=Taeβˆ’iΟƒt+ikx+im2z,\begin{aligned} p_I & =a e^{-i\sigma t+ikx+im_1z}, \\ p_R & =Ra e^{-i\sigma t+ikx-im_1z}, \\ p_T & =Ta e^{-i\sigma t+ikx+im_2z}, \end{aligned} where RR is the reflection coefficient and TT is the transmission coefficient. Notice that the incident and reflected waves have the same wavenumber component in zz but that they propagate in opposite directions. The transmitted wave has a different wavenumber in zz because the medium has different properties. The wavenumber in the direction of the boundary xx as well as the frequency Οƒ\sigma are the same for all three waves because there is nothing in the fluids which would change them.

To solve the problem, we require that the pressure as well as the velocity normal to the boundary ww be continuous across the boundary. That is pI+pR=pTat z=0,1ρ1(pIz+pRz)=1ρ2pTzat z=0.\begin{aligned} p_I+p_R & =p_T & & \text{at }z=0, \\ \frac{1}{\rho_1}(p_{Iz}+p_{Rz}) & =\frac{1}{\rho_2}p_{Tz} & & \text{at }z=0. \end{aligned} Now, substituting the expressions for pI,pRp_I,p_R and pTp_T, we obtain 1+R=T,m1ρ1(1βˆ’R)=m2ρ2T.\begin{aligned} 1+R & =T, \\ \frac{m_1}{\rho_1}(1-R) & =\frac{m_2}{\rho_2}T. \end{aligned} From the dispersion relation, m=ΟƒcosΞΈ/cm=\sigma\cos\theta/c which changes the second matching condition to 1ρ1c1(1βˆ’R)cosΞΈI=1ρ2c2TcosΞΈT.\frac{1}{\rho_1c_1}(1-R)\cos\theta_I =\frac{1}{\rho_2c_2}T\cos\theta_T. These can be combined to yield R=ρ2c2cosΞΈIβˆ’Ο1c1cosΞΈTρ2c2cosΞΈI+ρ1c1cosΞΈTR=\frac{\rho_2c_2\cos\theta_I-\rho_1c_1\cos\theta_T} {\rho_2c_2\cos\theta_I+\rho_1c_1\cos\theta_T}

(2.4)

T=2ρ2c2cosθIρ2c2cosθI+ρ1c1cosθT.T=\frac{2\rho_2c_2\cos\theta_I} {\rho_2c_2\cos\theta_I+\rho_1c_1\cos\theta_T}.

(2.5)

Identical expressions for RR and TT result for the downward propagating incident wave.

We see from these expressions that if the density times the phase speed of the second medium is much less than that of the first, ρ2c2β‰ͺρ1c1\rho_2c_2\ll\rho_1c_1, then the transmission coefficient vanishes and the reflection coefficient goes to unity, Tβ†’0,Rβ†’βˆ’1T\to0,R\to-1. This is consistent with the result we obtained for a solid boundary. It is also nearly the case for the boundary between the ocean and the atmosphere where ρc\rho c is about 1.5Γ—1061.5\times10^6 kg mβˆ’2^{-2} sβˆ’1^{-1} for the ocean and 400 kg mβˆ’2^{-2} sβˆ’1^{-1} for the atmosphere. So, very little sound is transmitted from the ocean to the atmosphere. On the other hand, a sound wave in the atmosphere is actually amplified upon encountering the ocean. That is, if medium

1 is the atmosphere, then T→2T\to2. Of course, the sound wave in the atmosphere travels so slowly relative to the ocean that its energy flux is generally fairly small, so the amplification is a rather small effect as well. In either case, the energy flux in the zz direction is conserved because |pIwI|=|pRwR|+|pTwT|.|p_Iw_I|=|p_Rw_R|+|p_Tw_T|.

To complete the calculation, we must find the angle of the transmitted wave, ΞΈT\theta_T. This is found by writing the frequency on both sides of the discontinuity as Οƒ=c1(k2+m12)1/2=c2(k2+m22)1/2.\sigma=c_1(k^2+m_1^2)^{1/2}=c_2(k^2+m_2^2)^{1/2}. We can write this in terms of the wave angles since (k2+m2)1/2=k/sinΞΈ(k^2+m^2)^{1/2}=k/\sin\theta. Thus, sinΞΈIc1=sinΞΈTc2\frac{\sin\theta_I}{c_1}=\frac{\sin\theta_T}{c_2}

(2.6)

which is known as Snell’s Law. From this we see that, if c1<c2c_1<c_2, then there exists a critical angle of incidence ΞΈIc=sinβˆ’1(c1/c2)\theta_{Ic}=\sin^{-1}(c_1/c_2)

(2.7)

beyond which there is total reflection of the incident wave despite the fact that the second medium can support sound waves. The boundary is then effectively solid.

image
Figure 2.6

This is called total internal reflection.

Generation of plane waves

At this point, it is natural to ask how these plane waves may be generated. What initial or boundary conditions or forcing terms are needed to generate solutions of the wave equation corresponding to some physical situation? If there are wavemakers in the medium, they can be modelled by body forces Fβ†’/ρ0\vec F/\rho_0 and mass sources QQ uβ†’t=βˆ’βˆ‡p/ρ0+Fβ†’/ρ0,ρt+ρ0βˆ‡β‹…uβ†’=Q.\begin{aligned} \vec u_t & =-\nabla p/\rho_0+\vec F/\rho_0, \\ \rho_t+\rho_0\nabla\cdot\vec u & =Q. \end{aligned} Combining these with pt=c2ρtp_t=c^2\rho_t yields pttβˆ’c2βˆ‡2p=c2(Qtβˆ’βˆ‡β‹…Fβ†’).p_{tt}-c^2\nabla^2p=c^2(Q_t-\nabla\cdot\vec F).

(2.8)

We can now consider two types of problems: initial value problems and those forced from rest. In both types we solve the homogeneous wave equation while satisfying βˆ‚p/βˆ‚n=0\partial p/\partial n=0 on the solid boundaries and requiring outgoing waves at infinity, i.e. a radiation condition. For the initial value problems, pp and ptp_t are specified at time t=0t=0, while for those forced from rest they are set to zero. Of course, there is not really a fundamental distinction because solutions of one type may be linearly superposed to obtain solutions to the other type. The solution procedures may, however, be quite different.

An initial value problem

Let us consider a one-dimensional initial value problem pttβˆ’c2pxx=0βˆ’βˆž<x<∞p_{tt}-c^2p_{xx}=0\qquad -\infty<x<\infty p(x,0)=P0(x);pt(x,0)=Q0(x).p(x,0)=P_0(x)\ ;\qquad p_t(x,0)=Q_0(x).

We will solve this by the method of characteristics. The most general solution is p=f(xβˆ’ct)+g(x+ct).p=f(x-ct)+g(x+ct). To satisfy the initial conditions f(x)+g(x)=P0(x),βˆ’cfβ€²(x)+cgβ€²(x)=Q0(x).\begin{aligned} f(x)+g(x) & =P_0(x), \\ -cf'(x)+cg'(x) & =Q_0(x). \end{aligned} The second integrates to f(x)βˆ’g(x)=βˆ’1c∫0xQ0(xβ€²)dxβ€²+Kf(x)-g(x)=-\frac1c\int_0^x Q_0(x')\,dx'+K whence 2f(x)=P0(x)βˆ’1c∫0xQ0(xβ€²)dxβ€²+K,2g(x)=P0(x)+1c∫0xQ0(xβ€²)dxβ€²βˆ’K.\begin{aligned} 2f(x) & =P_0(x)-\frac1c\int_0^x Q_0(x')\,dx'+K, \\ 2g(x) & =P_0(x)+\frac1c\int_0^x Q_0(x')\,dx'-K. \end{aligned} These give the solution as p(x,t)=12[P0(xβˆ’ct)+P0(x+ct)+1c∫xβˆ’ctx+ctQ0(xβ€²)dxβ€²].p(x,t)=\frac12\left[P_0(x-ct)+P_0(x+ct) +\frac1c\int_{x-ct}^{x+ct}Q_0(x')\,dx'\right]. Note that p(x,t)p(x,t) depends only on the initial conditions over the range xΒ±ctx\pm ct.

If Q0(x)=0Q_0(x)=0, then the solution is very simple p(x,t)=12[P0(xβˆ’ct)+P0(x+ct)]p(x,t)=\frac12[P_0(x-ct)+P_0(x+ct)] for which case the solution could have been obtained using the Fourier method, although it is not the method of choice in this problem. Set p(x,t)=βˆ«βˆ’βˆžβˆžpβ€Ύ(k,t)eikxdk.p(x,t)=\int_{-\infty}^{\infty}\bar p(k,t)e^{ikx}\,dk. Then pβ€Ύtt+c2k2pβ€Ύ=0\bar p_{tt}+c^2k^2\bar p=0 pβ€Ύ(k,0)=Pβ€Ύ0(k);pβ€Ύt(k,0)=0.\bar p(k,0)=\bar P_0(k)\ ;\qquad \bar p_t(k,0)=0.

The solution to this problem is pβ€Ύ(k,t)=Pβ€Ύ0(k)cos(ckt)\bar p(k,t)=\bar P_0(k)\cos(ckt) from which p(x,t)=βˆ«βˆ’βˆžβˆžPβ€Ύ0(k)cos⁑(ckt)eikxdk=12βˆ«βˆ’βˆžβˆžPβ€Ύ0(k)(eikx+ickt+eikxβˆ’ickt)dk=12[P0(xβˆ’ct)+P0(x+ct)].\begin{aligned} p(x,t) & =\int_{-\infty}^{\infty}\bar P_0(k)\cos(ckt)e^{ikx}\,dk \\ & =\frac12\int_{-\infty}^{\infty}\bar P_0(k) \left(e^{ikx+ickt}+e^{ikx-ickt}\right)\,dk \\ & =\frac12[P_0(x-ct)+P_0(x+ct)]. \end{aligned} The integration is trivial in this case but not always.

Forcing from rest

Assume that the forcing has the rather simple form Qtβˆ’βˆ‡β‹…Fβ†’=Ξ΄(x)qt(t)Q_t-\nabla\cdot\vec F=\delta(x)q_t(t) where q(t)=qt(t)=0q(t)=q_t(t)=0 for t<0t<0 and qtq_t is finite. Now we solve pttβˆ’c2pxx=Ξ΄(x)qt(t)c2p_{tt}-c^2p_{xx}=\delta(x)q_t(t)c^2 p(x,0)=pt(x,0)=0at t=0.p(x,0)=p_t(x,0)=0\qquad\text{at }t=0. We may put the forcing into the boundary condition by ∫0βˆ’0+(pttβˆ’c2pxx)dx=βˆ’c2px|0βˆ’0+=c2qt(t).\int_{0^-}^{0^+}(p_{tt}-c^2p_{xx})\,dx =-c^2p_x\big|_{0^-}^{0^+}=c^2q_t(t). That is, px(x=0+,t)βˆ’px(x=0βˆ’,t)=βˆ’qt(t)p_x(x=0+,t)-p_x(x=0-,t)=-q_t(t) so that the forcing at x=0x=0 is interpretable as a specified discontinuity there. So we must solve

image
Figure 2.7

where pLp^L and pRp^R are solutions on the left and right of the discontinuity, respectively. Most generally, pLp^L and pRp^R are functions of xΒ±ctx\pm ct. We write them along with the requirement of symmetry pR(x,t)=pL(βˆ’x,t)p^R(x,t)=p^L(-x,t) pR(x,t)=f(xβˆ’ct)+g(x+ct)p^R(x,t)=f(x-ct)+g(x+ct) pL(x,t)=f(βˆ’xβˆ’ct)+g(βˆ’x+ct).p^L(x,t)=f(-x-ct)+g(-x+ct). Imposing the jump condition at x=0x=0 yields fβ€²(βˆ’ct)+gβ€²(ct)+fβ€²(βˆ’ct)+gβ€²(ct)=βˆ’qt(t)f'(-ct)+g'(ct)+f'(-ct)+g'(ct)=-q_t(t) but this does not specify ff and gg. To specify them, we must impose a radiation condition, i.e., pR(x,t)=f(xβˆ’ct)pR is all right going wavesp^R(x,t)=f(x-ct)\qquad p^R\text{ is all right going waves} pL(x,t)=f(βˆ’xβˆ’ct)pL is all left going waves.p^L(x,t)=f(-x-ct)\qquad p^L\text{ is all left going waves}. Now we have 2fβ€²(βˆ’ct)=βˆ’qt(t)2f'(-ct)=-q_t(t) 2f(βˆ’ct)=q(t)c2f(-ct)=q(t)c f(Ο„)=c2q(βˆ’Ο„/c).f(\tau)=\frac{c}{2}q(-\tau/c).

from which pR(x,t)=c2q(βˆ’x/c+t)p^R(x,t)=\frac{c}{2}q(-x/c+t) pL(x,t)=c2q(x/c+t).p^L(x,t)=\frac{c}{2}q(x/c+t). Thus, forcing at the origin is modelled as a jump in pxp_x and we must assume that all of the motion is away from the source in order to get a unique answer.

If the forcing were harmonic with q(t)=eβˆ’iΟƒt/(βˆ’iΟƒ)q(t)=e^{-i\sigma t}/(-i\sigma) then pttβˆ’c2pxx=c2Ξ΄(x)eβˆ’iΟƒtp_{tt}-c^2p_{xx}=c^2\delta(x)e^{-i\sigma t} and the solution would be pR(x,t)=βˆ’c2(iΟƒ)eβˆ’iΟƒ(βˆ’x/c+t)p^R(x,t)=\frac{-c}{2(i\sigma)}e^{-i\sigma(-x/c+t)} pL(x,t)=βˆ’c2(iΟƒ)eβˆ’iΟƒ(x/c+t).p^L(x,t)=\frac{-c}{2(i\sigma)}e^{-i\sigma(x/c+t)}. In other words, plane waves radiating outwards from x=0x=0. The radiation condition that we imposed models a little bit of dissipation in the sense that the solution looks dissipationless locally, but nothing is reflected from |x|β†’βˆž|x|\to\infty because even small dissipation attenuates any reflected waves over a long distance. We could, in fact, add a friction term to the momentum equations and solve again to obtain a solution which would become the present solution for vanishingly small friction.

Slowly varying medium

We have considered cases in which the speed of sound remains constant in the medium or changes abruptly at an interface. However, the speed of sound within the ocean varies in space because the ocean is not a uniform fluid. In fact the sound speed in the

ocean is sensitive to the temperature, salinity and pressure of the ocean and may be described by the following empirical formula: c(s,T,z)=c0+Ξ±0(Tβˆ’10)+Ξ²0(Tβˆ’10)2+Ξ³0(Tβˆ’18)2+Ξ΄0(sβˆ’35)+Ο΅0(Tβˆ’18)(sβˆ’35)+ΞΆ0|z|c(s,T,z)=c_0+\alpha_0(T-10)+\beta_0(T-10)^2+\gamma_0(T-18)^2 +\delta_0(s-35)+\epsilon_0(T-18)(s-35)+\zeta_0|z| where the coefficients have the appropriate mks units and have values of c0=1493.0,Ξ±0=3.0,Ξ²0=βˆ’0.006,Ξ³0=βˆ’0.04,Ξ΄0=1.2,Ο΅0=βˆ’0.01,ΞΆ0=0.0164.c_0=1493.0,\quad \alpha_0=3.0,\quad \beta_0=-0.006,\quad \gamma_0=-0.04, \quad \delta_0=1.2,\quad \epsilon_0=-0.01,\quad \zeta_0=0.0164. This says that the speed of sound varies quadratically with temperature, and linearly with salinity and depth. The depth effect is due to changes in the ambient pressure. For typical ocean conditions, the temperature effect dominates in the shallow water, while the pressure effect dominates in the deep water. The sound speed increases with an increase in either temperature or depth, so there is typically a sound speed minimum in the ocean interior.

image
Figure 2.8

The situation is different in the arctic where there is little effect of warming near the surface. There, the sound speed tends to decrease right up to the surface.

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Figure 2.9

We can examine the effects of these variations in sound speed by applying our knowledge of ray theory. We must assume that the wavelengths of the acoustic waves are much less than the scale over which the sound speed changes. That is, the wavelength must be small compared to the total ocean depth. We will consider only two dimensions, the vertical and one horizontal. Recalling our discussion of ray theory, we write the dispersion relation as Οƒ=Ξ©(k,m;z).\sigma=\Omega(k,m;z). Since the medium varies only in zz, we have βˆ‚Ξ©/βˆ‚x=0\partial\Omega/\partial x=0, βˆ‚Ξ©/βˆ‚t=0\partial\Omega/\partial t=0 but βˆ‚Ξ©/βˆ‚zβ‰ 0\partial\Omega/\partial z\ne0. Thus, the ray equations become dNdt=0,dkdt=0,dmdt=βˆ’βˆ‚Ξ©βˆ‚z.\begin{aligned} \frac{dN}{dt} & =0, \\ \frac{dk}{dt} & =0, \\ \frac{dm}{dt} & =-\frac{\partial\Omega}{\partial z}. \end{aligned} These say that the component of the wavenumber in the xx direction remains constant in time (which makes sense since the medium varies only in zz), and that the frequency remains fixed at the initial frequency. We could integrate these following along a ray

with the group velocity, but we will examine the qualitative behavior by considering Snell’s Law which can be derived in the same manner as for the case of scattering at the discontinuity. The frequency can be written in terms of the angle that the wavenumber makes with the vertical to obtain sinΞΈ0c0=sinΞΈc(z)\frac{\sin\theta_0}{c_0}=\frac{\sin\theta}{c(z)}

(2.9)

or sinΞΈ=c(z)c0sinΞΈ0\sin\theta=\frac{c(z)}{c_0}\sin\theta_0 where c0c_0 and ΞΈ0\theta_0 are the initial values.

Consider the case in which the sound speed decreases with depth, c=c0(1+Ξ±z)c=c_0(1+\alpha z) (remember that zz is positive upwards). This means that a wave moving upward moves into a region of increasing sound speed, so the angle with the vertical must increase as well. Thus, the wave moves toward a horizontal path. This may also be seen from the ray equations where βˆ’βˆ‚Ξ©/βˆ‚z<0-\partial\Omega/\partial z<0, so that mm must decrease with upward motion. Decreasing mm leads to a more horizontal propagation path.

image
Figure 2.10

Similarly if cc increases in the deep ocean, sound waves moving downward will be turned toward the horizontal.

When the ray becomes nearly horizontal, ray theory must be applied very carefully. From the ray definition, we can write dzdx=cgzcgx=βˆ‚Ξ©/βˆ‚mβˆ‚Ξ©/βˆ‚k=mk=(Οƒ2c2(z)k2βˆ’1)1/2\frac{dz}{dx}=\frac{c_{gz}}{c_{gx}} =\frac{\partial\Omega/\partial m}{\partial\Omega/\partial k} =\frac{m}{k} =\left(\frac{\sigma^2}{c^2(z)k^2}-1\right)^{1/2}

which gives the slope of the ray path. This may be approximated near the critical level zcz_c by expanding in a Taylor series to obtain dzdx≃[(zβˆ’zc)ddz(Οƒ2c2(z)k2)z=zc]1/2\frac{dz}{dx}\simeq \left[ (z-z_c)\frac{d}{dz}\left(\frac{\sigma^2}{c^2(z)k^2}\right)_{z=z_c} \right]^{1/2} which integrates to z=zc+14[ddz(Οƒ2c2(z)k2)]z=zc(xβˆ’x0)2.z=z_c+\frac14 \left[\frac{d}{dz}\left(\frac{\sigma^2}{c^2(z)k^2}\right)\right]_{z=z_c} (x-x_0)^2. Thus, the ray path is parabolic near the critical level, so an upward propagating ray turns downward.

Similarly, a downward propagating ray which encounters an increasing cc at depth will eventually turn upward (provided it does not intersect the bottom). The end result is that the minimum in the sound speed acts as a sound channel where acoustic energy can propagate over hundreds of kilometers without encountering the bottom provided the incidence angle is not too oblique. Numerous examples are reproduced in Apel (1987). This is the basis of acoustic tomography, in which this efficient propagation is used to infer properties of the ocean. Sound waves are generated at a source and received at a listening station. For a fixed vertical profile of the sound speed, the rays may be calculated using ray theory. The received signal is then compared with that expected for a horizontally uniform medium, and differences are used to deduce various physical phenomena which might have occurred along the ray paths. This is generally called an inverse problem because boundary observations are used to determine the interior physics, rather than the reverse.