For a smooth constant-density exterior potential flow satisfying the finite-energy condition for planar exterior potential flow, use and the planar streamfunction convention , . Since , . Apply the divergence theorem to a truncated exterior region. The outer term vanishes; on a counterclockwise body boundary the body's outward normal satisfies , while the fluid's outward normal points the opposite way. This gives the displayed kinetic energy per unit span. The formula yields the added mass of a circular cylinder directly from its surface values of and .
Use instantaneous polar coordinates centered on the moving circular cylinder, but measure the fluid velocity in the laboratory frame. Impermeability equates the normal components of body and fluid velocity:
Since and , the no-penetration boundary condition is
The velocity potential obeys the exterior Laplace equation, by incompressibility. The boundary data have only the first cosine harmonic. A decaying harmonic potential of this form is . Matching its radial derivative gives , so . The zero circulation condition rules out an angular potential term, and the integrated boundary condition gives zero net volume flux, ruling out a radial logarithmic source term. The remaining decaying harmonics have zero coefficients by the boundary data. Hence
Using the streamfunction in polar coordinates, , , gives
One may also obtain both functions as the real and imaginary parts of , a two-dimensional potential doublet. The velocity decays as and the source of this singular representation lies inside the excluded body. These are the fields used to calculate the added mass of a circular cylinder.
On the translating circular cylinder , the preceding velocity potential and streamfunction give
Using the boundary integral for kinetic energy of planar potential flow,
Therefore
As a direct check, , and integration over gives the same result.
The fluid kinetic energy has the same dependence on body speed as the kinetic energy of an extra mass carried by the body. Thus is its added mass, here equal to the mass of displaced fluid per unit cylinder length. For a cylinder of physical mass per length , the combined kinetic energy is . Accelerating the body requires accelerating the surrounding fluid, producing the inertial reaction along the direction of motion. This is the added mass of a circular cylinder.
For inviscid flow that is also incompressible flow and irrotational flow with velocity potential , the Euler equations integrate to the Unsteady Bernoulli equation
The same applies throughout a connected irrotational fluid region; an additive time-dependent potential can absorb it. With gravity absent, fluid at rest at infinity and , it is .
Take the cylinder centre at laboratory position with , and define relative to this moving centre. The circulation-free potential flow satisfies Laplace's equation, decays at infinity, and has surface condition . The harmonic solution is consequently
The velocities are and , hence .
The time derivative must be taken at fixed laboratory coordinates, not fixed . At a fixed fluid point , , so
Substituting into the Unsteady Bernoulli equation gives the entire pressure field
At the cylinder surface this is . Pressure acts against the outward radial normal of the cylinder, so the force per unit length is
All steady terms cancel by trigonometric orthogonality. Therefore
This identifies the added mass of a circular cylinder as the mass of displaced fluid per unit length. The solution assumes the ambient fluid is initially at rest and has no separately prescribed circulation; these select the usual pure translating-cylinder flow.