Equating the right-hand side of
Eq. (2.191) to the constant of separation
m
2/sin
2 θ yields
It can be seen that the integer
m denotes the
mth harmonic of the azimuthal modes of vibration where
ϕ
=
2
π represents a full rotation about the
z axis. The values of
A
m
and
B
m
depend on where the nodes and antinodes lie on the circumference. For example, setting
B
m
=
0 would place the nodes at
ϕ
=
0,
π, and 2
π. Now the complete solution to
Eq. (2.180) may be written as
Problem 2.1. A piccolo is a side-blown half-flute which is open at both ends (open-open pipe), whereas a pan flute is end blown and blocked at the opposite end (open-closed pipe). Assuming an effective air column length of 294
mm in both, including any end corrections, which instrument has the lowest fundamental resonance frequency? Which instrument does not produce even harmonics and thus has a “hollower” tone? Using
Eq. (2.112), calculate the fundamental resonance frequency (
n
=
0) for the pan flute. Assuming the eigenfrequencies of an open-open pipe to be the same as those of a closed-closed one, use
Eq. (2.94) to calculate the fundamental resonance frequency (
n
=
1) of the piccolo.
Problem 2.2. The wall of an infinitely long cylinder of radius
a moves radially with velocity
u˜0
. Hence it may be considered to be “pulsating.” Derive the radial pressure distribution using both the homogeneous and inhomogeneous wave equations and thus verify the Bessel function identity used in
Eq. (4.198).
Hint: Because of the infinite length and rotational symmetry of the cylinder, this reduces to a one-dimensional problem in the radial distance from the center
w. The axial symmetry ensures that there is zero pressure gradient at the center, which behaves like a rigid termination to the waves transmitted from the wall. Hence, it is analogous to the closed tube of
Section 2.7. In the steady state, the solution to the
homogenous wave equation
(2.23) in cylindrical coordinates is given by Eqs. (
2.126) and (2.127). However, we omit the
Y
0 function because of continuity at the center. Find the unknown coefficient by applying the velocity boundary condition at the wall (
w
=
a) using the first line of
Eq. (2.48) but replacing the axial ordinate
x with the radial ordinate
w and noting that
∂/
∂wJ
0(
kw)
=
kJ
1(
kw). To find the solution to the
inhomogeneous wave equation, rewrite
Eq. (2.115), and
Eqs. (2.116) in cylindrical coordinates using the Laplace operator of
Eq. (2.23) and replacing the length
l with the radius
a. Let the solution be in the form
p˜(w)=∑∞n=0A˜nJ0(βnw/a),
where
β
n
are the solutions to
J
1(
β
n
)
=
0. Insert this into the inhomogeneous wave equation and solve for
A˜n
using the orthogonal integrals of Eqs. (A2.101a) and (A2.154) of
Appendix II. Then equating the solutions to the
homogenous and
inhomogeneous wave equations gives the identity of
Eq. (4.198).