Constant Surface Tension Boundary Condition
\[ F = \rho_1 V_1 f_1 + \rho_2 V_2 f_2 + A \sigma \]
CurvedSurfaceBC

When \( \sigma > 0 \), minimum interface area is achieved by pressure forces that cause fluid elements to move. These pressure forces are determined by \( \sigma \) and the local curvature of the interface, the pressure above a curved interface is higher than that below it by an increment \( \Delta p \), and the shape of the fluid interface is given by \( \eta(x,y,z) = z - h(x,y) = 0 \)

The origin of coordinates and the direction of the z-axis are chosen so that \( h, \partial h / \partial x, \) and \( \partial h / \partial y \) are all zero at \( \mathbf{x} = (0,0,0) \). Plus, the directions of the x- and y-axes are chosen so that the surface’s principal radii of curvature, \( R_1 \) and \( R_2 \) are found in the x–z and y–z planes. The surface’s shape is given by \[ \eta(x,y,z) = z - \left( \frac{x^2}{2R_1} \right) - \left( \frac{y^2}{2R_2} \right) = 0 \] A closed curve \( C \) is defined by the intersection of the curved surface and the plane \( z = \zeta \)