Speed of sound, v = 340 m/s
Let ℓ0 be the length of air column corresponding to the fundamental frequency. Then
v/4 ℓ0 = 212.5
or ℓ0 = v/4 (212.5) = 340/4 (212.5) = 0.4 m.
NOTE : In closed pipe only odd harmonic s are obtained. Now, let ℓ1, ℓ2, ℓ3, ℓ4, etc. be the lengths corresponding to the 3rd harmonic, 5th harmonic, 7th harmonic etc. Then
3(v/4 ℓ1) = 212.5 ⇒ ℓ1 = 1.2 m;
5 (4 ℓ2 = 212.5 ⇒ ℓ2 = 2.0 m;
7 (v/ 4 ℓ3) = 212.5 ⇒ ℓ3 = 2.8 m;
9 (v/4 ℓ4) = 212.5 ⇒ ℓ4 = 3.6 m;
Or heights of water of water level are (3.6 – 0.4) m, (3.6 – 1.2) m, (3.6 – 2.0) m and (3.6 – 2.8) m.
Therefore heights of water level are 3.2 m, 2.4 m, 1.6 m and 0.8 m.
Let A and a be the area of cross – sections of the pipe and hole respectively. Then
A = π ( 2 x 10-2)2 = 1.26 x 10-3 m-2
And a = π (10-3)2 = 3.14 x 10-6 m2
Velocity of efflux, v = √2 g H
Continuity equation at 1 and 2 gives,
a √2 g H = A (-d H/dt)
Therefore, rate of fall of water level in the pipe,
(-d H/dt) = a/A √2 g H
Substituting the values, we got
-d H/dt = 3.14 x 10-6/1.26 x 10-3 √2 x 10 x H
⇒ -d H/dt = (1.11 x 10-2) √H
Between first two resonances, the water level falls from 3.2 m to 2.4 m.
∴ d H/√H = -1.11 x 10-2 dt
⇒
= -(1.11 x 10
-2)
⇒ 2[ √2.4 - √3.2 ] = -(1.1 x 10-2) t
⇒ t = 43 second