Discuss different modes of vibrations in an air column of a pipe open at both the ends.
Draw neat labelled diagrams for modes of vibration of an air column in a pipe when it is open at both ends
Hence derive an expression for fundamental frequency in each case.
Solution
First mode or fundamental mode:
In this mode of vibration, there is one node at the centre of the pipe and two antinodes, one at each open end as shown in figure (a).
Let,
v = wave velocity in air
n = fundamental frequency
λ = wavelength
L = length of air column
v = nλ ….(1)
Also `L=lambda/2`
`therefore lambda=2L` ...................(2)
From Equation 1 and 2
`v=n2L`
`n=v/(2L)`.......(3)
Equation (3) represents fundamental frequency or lowest frequency of vibration
ii. Second mode or first overtone:
In this mode of vibration, there are two nodes and three antinodes as shown in figure (b).
Let,
v = wave velocity in air [As the medium is same, wave
velocity remains same]
n1 = next higher frequency
λ1 = corresponding wavelength
L = length of tube
Velocity of wave is given by,
`v=n_1lambda_1` ..............(4)
Also `L=lambda_1` ..............(5)
From equation (4) and (5),
`v=n_1L`
`n_1=v/L`
`n_1=2xxv/(2L)`.................(6)
From equation (3) and (6)
` n_1 = 2n` .…(7)
Thus, frequency of first overtone (second harmonic) is twice the fundamental frequency
iii. Third mode or second overtone:
In this mode of vibration, there are 3 nodes and 4 antinodes as shown in figure (C).
Let,
v = wave velocity in air (As the medium is same, wave velocity remains same)
n2 = next higher frequency
λ2 = corresponding wavelength
L = length of tube
Velocity of wave is given by,
`v=n_2lambda_2 ` ...................(8)
Also `L=(3lambda_2)/2`
`lambda_2=(2L)/3`
From equation (8) and (9),
`v=n_2(2L)/3`
`n_2=(3v)/2L`..............(10)
From equation (3) and (10),
`n_2 = 3n`
Thus, frequency of second overtone is thrice the fundamental frequency.