Sound Waves — Question 2

Section 17-1 · Physics pages 2634–2635

Question 2 A displacement gradient identifies a compression Equilibrium fluid coordinates are X. At an instant their displacements are ξ(X) = a sin(kX), with a = 2.0 µm and k = 20 m−1. For a small element, mass conservation gives ρ/ρ0 = 1/(1 + ∂Xξ). X ξ Displacement versus equilibrium position; compression occurs where the slope is negative. (a) Find the first-order density perturbation and the locations of strongest compression. (b) Compare two small elements centered at kX = 0 and kX = π, each initially 1.0 mm long.
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Question 2 - Solution A displacement gradient identifies a compression X ξ (a) Method and calculation The separation map is dx = (1 + ξX)dX, where ξX = ak cos kX. Linearizing its reciprocal gives δρ ρ0 ≃−ak cos kX = −4.0 × 10−5 cos kX. Maximum compression occurs at kX = (2m + 1)π, where the displacement gradient is most negative. (b) Interpretation and further calculation For a sufficiently short element, ∆ℓ≃ℓ0ak cos kX. Thus the element at phase zero expands by 4.0 × 10−8 m; the one at phase π contracts by the same amount. Both center displacements vanish. Compression is determined by neighboring displacement differences, not center displacement. Physical check The dimensionless strain ak = 4 × 10−5 ≪1 validates linearization. The exact density remains positive because 1 + ξX > 0.

Question 2

A displacement gradient identifies a compression

Equilibrium fluid coordinates are XX. At an instant their displacements are ξ(X)=asin⁡(kX)\xi(X)=a\sin(kX), with a=2.0μma=2.0\,\mu\mathrm m and k=20m−1k=20\,\mathrm{m^{-1}}. For a small element, mass conservation gives ρ/ρ0=1/(1+∂Xξ)\rho/\rho_0=1/(1+\partial_X\xi).

Diagram shown in the original SVG worksheet.

  1. Find the first-order density perturbation and the locations of strongest compression.

  2. Compare two small elements centered at kX=0kX=0 and kX=πkX=\pi, each initially 1.0mm1.0\,\mathrm{mm} long.

Question 2 - Solution

A displacement gradient identifies a compression

Diagram shown in the original SVG worksheet.

(a) Method and calculation

The separation map is dx=(1+ξX)dXdx=(1+\xi_X)dX, where ξX=akcos⁡kX\xi_X=ak\cos kX. Linearizing its reciprocal givesδρρ0≃−akcos⁡kX=−4.0×10−5cos⁡kX.\frac{\delta\rho}{\rho_0}\simeq-ak\cos kX=-4.0\times10^{-5}\cos kX.Maximum compression occurs at kX=(2m+1)πkX=(2m+1)\pi, where the displacement gradient is most negative.

(b) Interpretation and further calculation

For a sufficiently short element,Δℓ≃ℓ0akcos⁡kX.\Delta\ell\simeq\ell_0ak\cos kX.Thus the element at phase zero expands by 4.0×10−8m4.0\times10^{-8}\,\mathrm m; the one at phase π\pi contracts by the same amount. Both center displacements vanish. Compression is determined by neighboring displacement differences, not center displacement.

Physical check

The dimensionless strain ak=4×10−5≪1ak=4\times10^{-5}\ll1 validates linearization. The exact density remains positive because 1+ξX>01+\xi_X>0.