Superposition of Waves
    4.0 Longitudinal stationary wave in an organ pipe

4.0 Longitudinal stationary wave in an organ pipe
The longitudinal wave propagate in a fluid in a pipe of finite length. The waves are reflected from the ends in a same way the transverse waves on a string are reflected at its end.

The superposition of the longitudinal waves travelling in opposite direction produces a longitudinal stationary wave.

Transverse stationary wave are usually described in terms of the displacement of the string where as longitudinal stationary wave in a fluid are usually described either in terms of the displacement of the fluid or in terms of the pressure variation of the fluid.'

Consider two longitudinal waves of same frequency and amplitude which are travelling in opposite direction. The equation of the two waves can be written as, $$\begin{equation} \begin{aligned} \Delta {P_1} = {\left( {\Delta P} \right)_{\max }}\sin \left( {kx - \omega t} \right) \\ \Delta {P_2} = {\left( {\Delta P} \right)_{\max }}\sin \left( {kx + \omega t} \right) \\\end{aligned} \end{equation} $$ Hence, the resultant of the two waves can be written as, $$\begin{equation} \begin{aligned} \Delta P = \Delta {P_1} + \Delta {P_2} \\ \Delta P = {\left( {\Delta P} \right)_{\max }}\sin \left( {kx - \omega t} \right) + {\left( {\Delta P} \right)_{\max }}\sin \left( {kx + \omega t} \right) \\ \Delta P = 2{\left( {\Delta P} \right)_{\max }}\sin kx\cos \omega t \\\end{aligned} \end{equation} $$ The above equation is an equation of standing wave.

Note:
  • Equation of standing wave is not of the form $f(x \pm vt)\;{\text{or}}\;f(ax \pm bt)$. Therefore, it does not describe a travelling wave.
  • In standing wave, the particle at any particular point $x$ executes simple harmonic motion and all the particles vibrate with same frequency. Standing wave equation can be written as SHM equation, $$\Delta P = P(x)\cos \omega t$$ where, $P(x) = 2{\left( {\Delta P} \right)_{\max }}\sin kx$ and $\omega $ is the frequency of oscillation.
  • The amplitude of oscillation varies with the location $x$ of the particle. $$P(x) = 2{\left( {\Delta P} \right)_{\max }}\sin kx$$
  • In longitudinal wave, the points having maximum amplitude are known as antinodes or pressure antinodes. $$\begin{equation} \begin{aligned} P(x) = 2{\left( {\Delta P} \right)_{\max }}\sin kx \\ P{(x)_{\max }} = 2{\left( {\Delta P} \right)_{\max }} \\\end{aligned} \end{equation} $$ So, $$\begin{equation} \begin{aligned} \sin kx = 1 \\ kx = (2n + 1)\frac{\pi }{2} \\\end{aligned} \end{equation} $$ As, $k = \frac{{2\pi }}{\lambda }$, therefore, $$\begin{equation} \begin{aligned} \left( {\frac{{2\pi }}{\lambda }} \right)x = (2n + 1)\frac{\pi }{2} \\ x = (2n + 1)\frac{\lambda }{4}\quad {\text{where,}}\;n = 0,1,2,3... \\\end{aligned} \end{equation} $$or $$x = \frac{\lambda }{4},\frac{{3\lambda }}{4},\frac{{5\lambda }}{4}...\frac{{(2n + 1)\lambda }}{4}$$
  • Distance between two consecutive antinode is, $$\begin{equation} \begin{aligned} {d_{A - A}} = \frac{{[2(n + 1) + 1]\lambda }}{4} - \frac{{(2n + 1)\lambda }}{4} \\ {d_{A - A}} = \frac{\lambda }{2} \\\end{aligned} \end{equation} $$
  • In longitudinal wave, the points having zero amplitude are known as nodes or pressure nodes. $$\begin{equation} \begin{aligned} P(x) = 2{\left( {\Delta P} \right)_{\max }}\sin kx \\ P{(x)_{\min }} = 0 \\\end{aligned} \end{equation} $$ So, $$\begin{equation} \begin{aligned} \sin kx = 0 \\ kx = n\pi \\\end{aligned} \end{equation} $$ As, $k = \frac{{2\pi }}{\lambda }$, therefore, $$\begin{equation} \begin{aligned} \left( {\frac{{2\pi }}{\lambda }} \right)x = n\pi \\ x = \frac{{n\lambda }}{2}\quad {\text{where,}}\;n = 0,1,2,3... \\\end{aligned} \end{equation} $$ or $$x = 0,\frac{\lambda }{2},\lambda ,\frac{{3\lambda }}{2},2\lambda ,\frac{{5\lambda }}{2}......\frac{{n\lambda }}{2}$$
  • Distance between two consecutive nodes is, $$\begin{equation} \begin{aligned} {d_{N - N}} = \frac{{(n + 1)\lambda }}{2} - \frac{{n\lambda }}{2} \\ {d_{N - N}} = \frac{\lambda }{2} \\\end{aligned} \end{equation} $$
  • Distance between a node and the subsequent antinode is, $$\begin{equation} \begin{aligned} {d_{A - N}} = \frac{{(2n + 1)\lambda }}{4} - \frac{{n\lambda }}{2} \\ {d_{A - N}} = \frac{\lambda }{4} \\\end{aligned} \end{equation} $$
  • Energy is not transported along the string because energy cannot flow past the nodal point in the string which are permanently at rest. However, energy oscillates between vibrational kinetic energy and elastic potential energy.


  • As we know pressure wave is $90^\circ $ out of phase with the displacement wave. So,
    • the displacement node behaves as pressure antinode.
    • and the displacement antinode behaves as a pressure node.

Types of organ pipe


There are two types of organ pipe
  • Open organ pipe
  • Close organ pipe
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