I. Energy conservation and Bernoulli's Equation II. Bulk ...
Transcript of I. Energy conservation and Bernoulli's Equation II. Bulk ...
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I. Energy conservation and Bernoulli's EquationII. Bulk modulus and the speed of soundIII. Viscosity
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I. Energy conservation and Bernoulli's EquationConsider a tube of moving fluid with constant density ρ
By the Continuity Equation, we know that mass is conserved.Consider the time interval dt.At End 1, the fluid travels distance v1dt.At End 2, the fluid travels distance v2dt.
'End 1':area A1
pressure P1
height h1
velocity v1
'End 2':area A2
pressure P2
height h2
velocity v2ρ
v1dt v2dt
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The total amount of mass dm tht enters and exits during interval dt is
dm = massvolume
× area × lengthtime
× time
= ρ ⋅A1 ⋅v1 ⋅dt (enters) = ρ ⋅A2 ⋅v2 ⋅dt (exits)
During the flow from End 1 to End 2, the fluid may:- change kinetic energy (KE1 ⇒ KE2 )- change potential energy (U1 ⇒U2 )- have work W1 done on it by pressure P1
- have work W2 done on it by pressure P2
(Note: work done on the fluid is positive; work done by the fluid is negative.)
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By conservation of energy, we expectKE1 +U1 +W1 = KE2 +U2 +W2 'Eq 1'
KE1 = dm( ) v12
2
KE2 = dm( ) v22
2U1 = dm( )gh1
U2 = dm( )gh2
W1 = Force ⋅distance
Note pressure = forcearea
and velocity = distancetime
So W1 = P1A ⋅v1dt
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W1 = P1A ⋅v1dt
= P1A ⋅v1dt ⋅ρρ
=P1 dm( )
ρSimilarly,
W2 =P2 dm( )
ρSubstitute all of these into Eq 1:
dm( ) v12
2+ dm( )gh1 +
P1 dm( )ρ
= dm( ) v22
2+ dm( )gh2 +
P2 dm( )ρ
v12
2+ gh1 +
P1
ρ= v2
2
2+ gh2 +
P2
ρThat is, at any point along the path:v2
2+ gh + P
ρ= constant
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Rewriting: v2
2+ gh + P
ρ= constant
Symon separates this into 2 terms: " pρ+ u"
Symon calls this "−G"
Bernoulli's Equation: as velocity increases, pressure decreases.
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II. Bulk modulus and the speed of soundRecall Euler's equation of motion for a moving fluid [Slide 418]
∂v∂t
+ v ⋅∇v +
∇pρ
=fρ
Fext /Vol pressure densityLet the fluid be at rest and not accelerating:∇p0
ρ0
=f0ρ0
'Eq 0', Euler's Equation for a fluid at rest
Now induce some sound waves: perturb the fluid slightly so thatp0 ⇒ p0 + p ' ≡ pρ0 ⇒ ρ0 + ρ ' ≡ ρ Note these prime symbols do NOT indicate a derivative. These are just Symon's notation for "small perturbation" p ' << p0
ρ ' << ρ0
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For small velocity and small perturbations, we will assume
p '( )2 = 0
ρ '( )2 = 0p 'v = 0v ⋅∇v = 0Substitute these into Euler's Equation for moving fluids∂v∂t
+ v ⋅∇v + 1
ρ0 + ρ '( ) ⋅∇ p0 + p '( ) = 1
ρ0 + ρ '( ) ⋅ f
≈ 0, neglect{ }
Expand these as
1ρ0 + ρ '( ) =
1
ρ0 1+ ρ 'ρ0
⎛⎝⎜
⎞⎠⎟
= 1ρ0
1− ρ 'ρ0
+ ...⎛⎝⎜
⎞⎠⎟
⎧
⎨⎪⎪
⎩⎪⎪
⎫
⎬⎪⎪
⎭⎪⎪
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∂v∂t
+ 0 + 1ρ0
∇p0
− ρ 'ρ0
2 ∇p0 + 1ρ0
∇p '− ρ 'p0
2 ∇p ' ≈ f0ρ0
− ρ 'ρ0
2 f0
f0ρ0
f0
All that remains is:∂v∂t
≈ − 1ρ0
∇p ' 'Eq 1'
Now make the same substitutions and approximations in the Continuity Equation [Slide 416],∂ρ∂t
+∇⋅ ρv( ) = 0
∂ ρ0 + ρ '( )∂t
+∇⋅ ρ0 + ρ '( ) v = 0
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∂ρ0
∂t+ ∂ρ '
∂t+∇⋅ ρ0
v( ) +∇⋅ ρ ' v( ) = 0
at rest,ρ0 ≠ ρ0 t( )
⎧⎨⎩
⎫⎬⎭
≈ 0, neglect{ }
We are left with:∂ρ '∂t
+∇⋅ ρ0
v( ) = 0
∂ρ '∂t
+ ρ0
∇⋅ v + v ⋅
∇ρ0 = 0
at rest,ρ0 ≠ ρ0 xi( )
⎧⎨⎪
⎩⎪
⎫⎬⎪
⎭⎪We are finally left with:∂ρ '∂t
= −ρ0
∇⋅ v 'Eq 2'
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Recall [Slide 398]:
strain = − 1Bdp = dV
V= − dρ
ρIn this section, dp is p ' (means "small pressure") andand dρ is ρ ' (means "small density") so
removing the unnecessary dVV
and recalling that B is bulk modulus,
strain = − 1Bp ' = − ρ '
ρ0
That is:
ρ ' = ρ0p 'B
Substitute this into Eq 2:
∂ ρ0p 'B
⎛⎝⎜
⎞⎠⎟
∂t= −ρ0
∇⋅ v
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∂p '∂t
= −B∇⋅ v 'Eq 3'
Rewrite Eq 1:∂v∂t
≈ − 1ρ0
∇p '
Equations 1 and 3 are the fundamental equations for sound waves,coupling pressure and velocity variations in space and time.
Next goal: Find an expression for the speed of sound. CombineEq 1 and Eq 3 to get an equation of the form
∇2 something( )− 1something else( )2
∂2 something( )∂t 2 = 0
Since this is the wave equation, the "something else" must be thespeed of sound.
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To uncouple the equations, take ∇⋅ Eq 1( ) :
∇⋅ dv
dt⎛⎝⎜
⎞⎠⎟ =∇⋅ − 1
ρ0
∇p '
⎛⎝⎜
⎞⎠⎟
ddt∇⋅ v( ) = − 1
ρ0
∇2p ' 'Eq 4'
Now take ddt
Eq 3( ) :
ddt
dp 'dt
⎛⎝⎜
⎞⎠⎟ =
ddt
−B∇⋅ v( )
d 2p 'dt 2 = −B d
dt∇⋅ v( )
Plug in Eq 4 here
d 2p 'dt 2 = −B − 1
ρ0
∇2p '⎛⎝⎜
⎞⎠⎟
d 2p 'dt 2 = B
ρ0
∇2p '
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d 2p 'dt 2 = B
ρ0
∇2p '
∇2p ' = 1Bρ0
d 2p 'dt 2
We see that
speed of sound( )2 = Bρ0
speed of sound = "c"= Bρ0
Vocabulary :
Mach number = vc
, where v is whatever velocity is characteristic of
the problem (for example, average fluid velocity). Typically forv < c, the fluid can be treated as incompressible.
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What to use for bulk modulus B?
Recall B ≡ − dpdV
V
Recall from Thermodynamics that for physical many-particle systems,most transformations are isothermal (constant temperature) oradiabatic (no heat transfer). These two have different relationships
between p and V , so their dpdV
's are different.
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Isothermal AdiabaticConstant temperature, so the No heat transferideal gas law pV = RT becomes: pV γ = constantpV = constant. where γ = cp / cV These are specific heats at constant volume or constant pressure. --To find B, differentiate both sides-- d(pV ) = d(constant) d(pV γ ) = d constant( )dpV + pdV = 0 dpV γ + pγV γ −1 = 0
− dpdV
V = p − dpdV
V = pγ
-- Conclude: --Bisothermal = p Badiabatic = pγ
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Empirical data on the speed of sound for different materialshas shown that in most cases Bsound
transmission= Badiabatic so if in doubt,
use B = pγ .
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III. Viscosity...the internal friction that inhibits the flow of a fluid.To characterize it, consider 2 parallel glass plates of area A separated by adistance d. A fluid is between them.
Bottom plate has velocity = 0.Top plate has velocity v = vx.To maintain this there must be aforce Fv applied across the top plate.That is, it must be shearing.
Fluid directly below top plate has vel ≈ v.Fluid directly above bottom plate has vel ≈ 0.We expect a smooth increase of fluid velocity magnitude from bottom to top.
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We expect the force Fx needed to produce this velocity pattern to beFx ∝ AFx ∝ v
Fx ∝1d
Put these together:
Fx =ηAvd
η, called the coefficient of viscosity, is a constant of proportionalitythat depends upon the fluid.
Note that "poise," the units of η are not MKS: kgm − s
= 10 poise.
Most materials have coefficients in the range of centipoise = 10−2 poise = 10−3 kg/m-s
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Approach the limit where d ⇒δ y and v⇒δvx
Then Fx =ηAδvxδ y
η = Fx / Aδvx /δ y
Typical values: water = 1 centipoise blood = 4 centipoise ketchup = 5 ×104 centipoise peanut butter = 1.5 ×105 centipoise road tar = 1010 centipoise
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I. Poiseuille's LawII. Sound waves
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I. Poiseuille's LawGoal: show that for viscous fluid, the throughputthrough a pipe is proportional to the (pipe radius)4 .Consider a pipe of radius a, length .Assume flow is laminar: in sheets, layers
Define Q = throughput of the pipe = discharge rate = volume expelledtime
Q = vA cross-sectional area of pipe fluid velocity, which depends on radiusSo to find throughput Q, we need to find v.The issue is: in a viscous fluid, v depends on location in the pipe.
2a
What is throughput?
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Consider the fluid in a layer from r = 0 to r = r '.The frictional force on its boundary is
Fvisc =ηAdvdr '
=η 2πr '( ) dvdr '
If the flow is at constant speed, acceleration = 0, soFtot = ma = 0.In that case Fvisc must be balanced by another force: this is associatedwith the pressure differential between the 2 ends of the pipe.
2r
dr
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The pressure difference along the pipe is Δp = FA=Fpressureπa2 .
Fvisc + Fpressure = 0 :
η2πr ' dvdr '
+ Δpπa2 = 0
dv = − 12η
Δprdr
To find the velocity of the fluid at radius r ', integrate from r ' to pipeboundary a, then plug in v a( ) = 0 :
dvr '
a
∫ = − 12η
Δp
r drr '
a
∫
v(a)− v(r ') = − 12η
Δpa2 − r '2
2
v(r ') = Δp4η
a2 − r '2( )
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Recall Q = vALet dQ be throughput from a ring at radius r of thickness dr.dQ = vdA
= Δp4η
a2 − r2( ) 2πrdr( )
Total throughput:
Q = dQ0
a
∫ = Δp4η
⋅2π a2 − r2( )r dr0
a
∫
= πa4Δp8η
Poiseuille's Law, valid only for laminar flow.
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Define: Reynolds number R, for fluid velocity v, density ρ, viscosity η,flowing in a pipe of diameter 2a:
R ≡ ρvη
2a( )
R is dimensionless.R ≤ 2000: laminar flowR > 2000: turbulent flow
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II. Sound wavesRecall that the 2 fundamental equations for sound are ∂v∂t
= − 1ρ0
∇p ' 'Eq 1'
small pressure fluctuations from ambient fluid density in equilibrium fluid velocity (not wave velocity)and∂p '∂t
= −B∇⋅ v 'Eq 2'
We eliminated v from them to get
∇2p '− 1Bρ0
⎛⎝⎜
⎞⎠⎟
∂2 p '∂t 2 = 0 'Eq 3'
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We could instead have eliminated p ' from them to get
∇2v − 1Bρ0
⎛⎝⎜
⎞⎠⎟
∂2v∂t 2 = 0 'Eq 4'
Goal now:1) show that the solutions are plane waves in both p ' and v2) show that v is parallel to the direction of wave propagation,that is: sound waves are longitudinal, not transverse
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Let us understand plane waves in 2 steps:first describe the plane, then describe the wave.Consider a plane moving in the n direction:
Identify 2 points on it,r = x, y, z( ) andr0 = x0, y0, z0( )They are joined by vector r − r0( )
x
z
n
y
r
r0
r − r0
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By definition of a plane (i.e., flat surface), for any r and r0 on the plane,r − r0( ) must be ⊥ to n.
So r − r0( ) ⋅ n = 0
x − x0( )nx + y − y0( )ny + z − z0( )nz = 0xnx + yny + znz = x0nx + y0ny + z0nz
This is a constant that defines the orientiation of the plane.So a plane satisfies the equation:n ⋅ r = constant, in space, at any time
That was the plane. Now the wave:Recall that any function that maintains a constant phase as it travels is,by definition, a wave. Let the phase be ξ ≡ n ⋅ r - ct
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One way to describe sound is as a pressure wave, which satisfiesEq 3 on Slide 450. The solution to that should look likep ' = f n ⋅ r − ct( ) f is an arbitrary shape n ⋅ r builds in the nature of a plane As with 1-dimensional waves on strings, the spatial (r ) and temporal (t) parts of the phase have to be coupled in order for it to propagate. We name the coupling parameter "c." We saw on Slide 372 that this coupling is the phase velocity, which is the velocity that a viewer traveling alongside the wave must have in order to see the phase remain constant.
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We next demonstrate directly that this p ' = f n ⋅ r − ct( ) = f ξ( ) satisfies
the wave equation (Eq 3 on Slide 450): ∇2p '− 1Bρ0
⎛⎝⎜
⎞⎠⎟
∂2 p '∂t 2 = 0.
Compute the LHS:If p ' = f ξ( ),∇p ' = df
dξ∇ξ = df
dξn
Then ∇2p ' = ∇⋅ dfdξ
n⎛⎝⎜
⎞⎠⎟= ddξ
dfdξ
n⎛⎝⎜
⎞⎠⎟⋅∇ξ
= d 2 fdξ 2 n +
dfdξ
dndξ
⎡
⎣
⎢⎢⎢
⎤
⎦
⎥⎥⎥⋅∇ξ
0 n
= d2 fdξ 2 n ⋅ n =
d 2 fdξ 2
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Similarly compute the RHS,∂2 p '∂t 2 = c2 ∂2 f
∂ξ 2
We conclude that the function p ' = f n ⋅ r − ct( ) satisfies the
wave equation ∇2p '− 1Bρ0
⎛⎝⎜
⎞⎠⎟
∂2 p '∂t 2 = 0 for any f , if c = B
ρ0
.
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By a similar treatment we can solve Eq 4,
∇2v − 1Bρ0
⎛⎝⎜
⎞⎠⎟
∂2 v∂t 2 = 0
with any wave that has the form v =h n '⋅ r − ct( )
This is phase ξ'.Note that the direction of this plane's motion is n', not a priori the same as n.
Note this wave h is a vector function, conceptually like f but with 3 equations
implied: one each for vx , vy , and vz .
We have met Goal 1 on Slide 451, which was to show that the solutionsto the sound wave equation in 3-d are plane waves in p ' and v.Now we go after Goal 2, to show that these waves are longitudinal.
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Recall Eq 1 [Slide 450]∂v∂t
= − 1ρ0
∇p ' 'Eq 1'
Plug in p ' = f ξ( ), v =h(ξ '), and c = B
ρ0
:
∂v∂t
= ∂h
∂ξ '∂ξ '∂t
= ∂h
∂ξ '−c( ) = − ∂
h
∂ξ 'Bρ0
∇p ' = ∂ f∂ξ
∇ξ = ∂ f∂ξ
n
Eq 1 becomes:
− ∂h
∂ξ 'Bρ0
= − 1ρ0
∂ f∂ξ
n
∂h
∂ξ '= n
Bρ0
∂ f∂ξ
This must be true for all r , at all t
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∂h
∂ξ '= n
Bρ0
∂ f∂ξ
'Eq 5'
The RHS is a function of ξ and is constant, for constant ξ.So the LHS must be constant when ξ is constant.So ξ' must be a function of ξ, and the range of allowed functionsis limited by maintaining the plane wave.For simplicity let us choose ξ ' = ξ.Then n '⋅ r − ct = n ⋅ r − ctso n ' = n
Now rewrite Eq 5, setting ξ ' = ξ.
∂h
∂ξ= n
Bρ0
∂ f∂ξ
Integrate, set integration constant = 0 because p ' = 0 when v = 0(that is, when there is no wave).
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h = n
Bρ0
f
But h = v and f = p ':
v = nBρ0
p '
Conclusions:By construction, n is the direction of the wave's velocity, which is
cn = Bρ0
n.
Here we see that n is also the direction of the fluid particles' velocity v.This demonstrates Goal 2: sound waves are longitudinal;and the pressure variations p ' arise from the velocity variations.
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I. Wave vectorII. Sound wave powerIII. Other wave formsIV. Normal modes of a fluid in a boxV. Features of sound waves in cavities
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I. Wave vector
Define the wave vector k for 3-dimensional waves (like sound)
analogously to the wave number k (for 1-dimensional waves on string)k ≡ ω
cn
n is the direction of propagation of the wave front ω is the wave's angular frequency c here is the speed of the wave, not the speed of lightThen p ' = f n ⋅ r − ct( ) becomes
= f cωk ⋅ r − ct⎡
⎣⎢⎤⎦⎥
= f cωk ⋅ r −ωt( )⎡
⎣⎢⎤⎦⎥
But c and ω are fixed.
= fk ⋅ r −ωt( )
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II. Sound wave powerThe force that causes the pressure variations moves the particles back and forth.Power =
F ⋅ v
F v, so power is transmitted.Symon uses the confusing notation P to mean "Power per area"
So P = PowerArea
=F
Area⋅ v
= FArea
v (scalars)
= p ⋅v for pressure p
Average over one cycle of the wave:
P = p0 + p '( )v But p0 is equilibrium pressure, a constant, and v = 0
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P = p 'v
But v = p 'Bρ0
n
P =p '( )2
Bρ0
Bρ0 is a constant that can come outside the averaging operation
P = 1Bρ0
p '( )2
The average power per area of a sound wave is the energy per unit area persecond, travelling in direction n.
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III. Other wave formsWave shapes that satisfy the wave equation
∇2p '− 1c2
∂2 p '∂t 2 = 0
take their form from the shape of the initial disturbance. Thus they could be:
−spherical: p ' = 1rf r − ct( )
−cylindrical: p ' = 1rf r − ct( )
What motivates the radial factor in front of function f?
In a classical wave, energy = amplitude 2 .As spherical or cylindrical waves move outward, they cover anincreasingly larger area, so their amplitude per area must decrease in order toguarantee energy conservation.The area of a wave front in a spherical system grows as r2.The area of a wave front in a cylindrical system grows as r.
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IV. Normal modes of a fluid in a boxRelevance: acoustics and solids, but also electromagnetic waves in waveguidesand quantum mechanical particles' probability density in a potential well.Consider a fluid in a box of volume Lx ⋅Ly ⋅Lz .The fluid can oscillate but must maintain the boundary conditions.Oscillations described by the "sound wave"equation apply to any 3-dimensional wave:
∇2p '− 1c2
∂2 p '∂t 2 = 0
Our goal: solve this by separation of variables(in 2 steps), for various boundary conditions.
∇2p ' = 1c2
∂2 p '∂t 2 'Eq 1'
Step 1: separate spatial dependence from time dependence.Guess p ' =ψ x, y, z( )T t( )
LxLy
Lz
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p ' =ψ x, y, z( )T t( )∇2p ' = ∇2ψ ⋅T
∂2 p '∂t 2 =ψ ∂2T
∂t 2
⎫⎬⎪
⎭⎪ Substitute these into Eq 1.
∇2ψ ⋅T = 1c2ψ
∂2T∂t 2
÷ by ψ T:∇2ψψ
= 1c2T
∂2T∂t 2
Both sides must equal the same constant. Call it "− ω 2
c2 "
LHS RHS∇2ψψ
= −ω2
c2 1c2T
∂2T∂t 2 = −ω
2
c2
∇2ψ + ω 2
c2 ψ = 0 'Eq 2' ∂2T∂t 2 +ω 2T = 0
Solving Eq 2 requires Step 2. T = Acosωt + Bsinωt
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Step 2: separate all the spatial dimensionsGuess ψ =X x( ) ⋅Y y( ) ⋅Z z( )
So ∇2ψ = ∂2
∂x2 +∂2
∂y2 +∂2
∂z2
⎛⎝⎜
⎞⎠⎟XYZ
= ∂2 X∂x2
⎛⎝⎜
⎞⎠⎟YZ + X ∂2Y
∂y2
⎛⎝⎜
⎞⎠⎟Z + XY ∂2Z
∂z2
⎛⎝⎜
⎞⎠⎟
Eq 2 becomes:
∂2 X∂x2
⎛⎝⎜
⎞⎠⎟YZ + X ∂2Y
∂y2
⎛⎝⎜
⎞⎠⎟Z + XY ∂2Z
∂z2
⎛⎝⎜
⎞⎠⎟+ ω 2
c2 XYZ = 0
÷ by XYZ
1X
∂2 X∂x2
⎛⎝⎜
⎞⎠⎟ + 1Y
∂2Y∂y2
⎛⎝⎜
⎞⎠⎟ + 1Z
∂2Z∂z2
⎛⎝⎜
⎞⎠⎟ = −ω
2
c2
"− kx2 "
Term 1⎧⎨⎩
⎫⎬⎭
"− ky
2 "Term 2
⎧⎨⎪
⎩⎪
⎫⎬⎪
⎭⎪
"− kz2 "
Term 3⎧⎨⎩⎪
⎫⎬⎭⎪
To ensure that this is true for all x, y, z( ),each term on the LHS must be a constant
⎧⎨⎩
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So − kx2 − ky
2 − kz2 = −ω
2
c2
kx2 + ky
2 + kz2 = ω 2
c2 'Eq 6'
Now the partial derivatives become totals:
Term 1: 1X
∂2 X∂x2
⎛⎝⎜
⎞⎠⎟= −kx
2
∂2 X∂x2 + kx
2X = 0
X = Cx coskxx + Dx sin kxxSimilarly,Term 2 produces Y = Cy coskyy + Dy sin kyyTerm 3 produces Z = Cz coskzz + Dz sin kzz
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Put this together to getp ' =ψT = XYZT
We now consider the boundary conditions for a closed rectangular box:Particles' velocity cannot transport them beyond the walls:1) vx x = 0( ) = 0
2) vx x = Lx( ) = 0
3) vy y = 0( ) = 0
4) vy y = Ly( ) = 0
5) vz z = 0( ) = 0
6) vz z = Lz( ) = 0
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To prepare to apply boundary condition (1), recall one of the2 fundamental equations for sound waves [Eq 1 on Slide 432]:∂v∂t
= − 1ρ0
∇p '
In 1-dimension:∂vx∂t
= − 1ρ0
∂p '∂x
Substitute p ' = XYZT .
Note: ∂p '∂x
= kx ⋅ −Cx sin kxx + Dx coskxx[ ]⋅YZT∂vx∂t
= − kxρ0
⋅ −Cx sin kxx + Dx coskxx[ ]⋅YZ ⋅ Acosωt + Bsinωt[ ]Integrate, choose constant of integration = 0:
vx = − kxρ0
⋅ −Cx sin kxx + Dx coskxx[ ]⋅YZ ⋅ dt∫ Acosωt + Bsinωt[ ]
1ωAsinωt − 1
ωBcosωt
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vx = − kxYZρ0ω
−Cx sin kxx + Dx coskxx[ ] Asinωt − Bcosωt[ ]Now apply boundary condition (1). To achieve it, Dx = 0. Then X = Cx coskxx.Notice this means that function X is maximum at x=0: an "anti-node"To emphasize: pressure p' ∝ X is a maximum at x=0.
Thus, the statement " p x = 0( ) = max" is an alternative form ofBoundary Condition (1).
Similarly, we can replace Boundary Condition (2) [vx x = Lx( ) = 0]
with " p x = Lx( ) = max"
coskxLx = ±1 kxLx = π ( = 0,1,2,...)
kx =πLx
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Similarly for functions Y and Z we find:Dy = 0Dz = 0
ky =mπLy
(m = 0,1,2,...)
kz =nπLz
(n = 0,1,2,...)
Now recall the constraint, Eq 6 [Slide 469]:
kx2 + ky
2 + kz2 = ω 2
c2
Solve for allowed frequencies ω :
ω = c kx2 + ky
2 + kz2⎡⎣ ⎤⎦
12
= cπ 2
Lx2 + m
2
Ly2 + n
2
Lz2
⎡
⎣⎢⎢
⎤
⎦⎥⎥
12
Call these the "ω mn "
Every combination of integers (,m,n) except 0,0,0( ) gives anallowed normal mode of this resonant closed rectangular cavity.
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Build the pressure wavefunction from the information we have up to this point:p ' = TXYZ
= Acosω mnt + Bsincosω mnt( )Cx cos π xLx
Cy cosmπ yLy
Cz cos nπ zLz
Rename ACxCyCz ⇒ ARename BCxCyCz ⇒ B
p ' = Acosω mnt + Bsincosω mnt( )cos π xLx
cosmπ yLy
cos nπ zLz
Similarly,
vx =π
Lxρ0ω mnAsinω mnt − Bcosω mnt[ ]sin π x
Lxcosmπ y
Lycos nπ z
Lz
vy =mπ
Lyρ0ω mnAsinω mnt − Bcosω mnt[ ]cos π x
Lxsin mπ y
Lycos nπ z
Lz
vz =nπ
Lzρ0ω mnAsinω mnt − Bcosω mnt[ ]cos π x
Lxcosmπ y
Lysin nπ z
LzThese are the four equations of motion for a fluid in a closed rectangular cavity.
475
II. Features of sound waves in cavities1) If a cavity is long and narrow ("organ pipe"), then Lx >> Ly or Lz ,and the dominant tones will occur for m = 0, n = 0, and all .2) If the cavity has one end open, that boundary condition is harder todefine. Typically we choose p' at that end to be a node. (Lord Rayleigh
found that the node actually occurs 8d3π
beyond the end, where d
characterizes the diameter of a circular pipe.
Consider a rectangular pipe with one end open:
x = 0This faceis open.
x = LxThis faceis closed.
476
Recall p ' = XYZTWe focus here on function X = Cx coskxx + Dx sin kxxBoundary condition (1): X(x = 0) = 0 : The open face is a pressure node. Requires Cx = 0Boundary condition (2): X(x = Lx ) = max : The closed face is a velocity antinode, as previously sin kxLx = ±1
kxLx =2+1( )π
2
kx =2+1( )π
2LxThe boundary conditions on functions Y and Z are as previously, so
ω = c kx2 + ky
2 + kz2⎡⎣ ⎤⎦
12 ⇒ω mn = cπ
2+1( )2
4Lx2 + m
2
Ly2 + n
2
Lz2
⎡
⎣⎢⎢
⎤
⎦⎥⎥
12
These are the normal frequencies of an open-ended pipe.
477
3) For sound propagating through a pipe that is open at both ends:Choose the coordinate system such that the open ends are along z.p ' = XYZT
= Acos π xLx
cosmπ yLy
cos kzz −ωt( )
These are standing waves This is the propagating term
It is still true that ω = c kx2 + ky
2 + kz2⎡⎣ ⎤⎦
12 , so
kz = ± ω 2
c2 − πLx
⎛⎝⎜
⎞⎠⎟
2
− mπLy
⎛
⎝⎜⎞
⎠⎟
2⎡
⎣⎢⎢
⎤
⎦⎥⎥
12
,m = 0,1,2,...
= ± ωc
1− πcωLx
⎛⎝⎜
⎞⎠⎟
2
− mπcωLy
⎛
⎝⎜⎞
⎠⎟
2⎡
⎣⎢⎢
⎤
⎦⎥⎥
12
478
kz = ±ωc
1− πcωLx
⎛⎝⎜
⎞⎠⎟
2
− mπcωLy
⎛
⎝⎜⎞
⎠⎟
2⎡
⎣⎢⎢
⎤
⎦⎥⎥
12
So for this wave, the phase velocity cm = ωkz
= c 1− πcωLx
⎛⎝⎜
⎞⎠⎟
2
− mπcωLy
⎛
⎝⎜⎞
⎠⎟
2⎡
⎣⎢⎢
⎤
⎦⎥⎥
− 12
Conclude:i) cm > c, so guided waves travel faster than unguided ones
ii) cm is undefined when 1− πcωLx
⎛⎝⎜
⎞⎠⎟
2
− mπcωLy
⎛
⎝⎜⎞
⎠⎟
2
= 0
so there is a cutoff frequency:
ω cutoff =πcLx
⎛⎝⎜
⎞⎠⎟
2
+ mπcLy
⎛
⎝⎜⎞
⎠⎟
2⎡
⎣⎢⎢
⎤
⎦⎥⎥
12
Below this frequency, propagation is attentuated.