A new method is described for the iterative solution of two-dimensional fre
e-surface problems, with arbitrary initial geometries, in which the interio
r of the domain is represented by an unstructured, triangular Eulerian mesh
and the free surface is represented directly by the piecewise-quadratic ed
ges of the isoparametric quadratic-velocity, linear-pressure Taylor-Hood el
ements. At each time step, the motion of the free surface is computed expli
citly using the current velocity field and, once the new free-surface locat
ion has been found, the interior nodes of the mesh are repositioned using a
continuous deformation model that preserves the original connectivity. In
the event that the interior of the domain must be completely remeshed, a st
andard Delaunay triangulation algorithm is used, which leaves the initial b
oundary discretisation unchanged. The algorithm is validated via the benchm
ark viscous flow problem of the coalescence of two infinite cylinders of eq
ual radius, in which the motion is due entirely to the action of capillary
forces on the free surface. This problem has been selected for a variety of
reasons: the initial and final (steady state) geometries differ considerab
ly; in the passage from the former to the latter, large free-surface curvat
ures-requiring accurate modelling-are encountered; an analytical solution i
s known for the location of the free surface; there exists a large body of
literature on alternative numerical simulations. A novel feature of the pre
sent work is its geometric generality and robustness; it does not require a
priori knowledge of either the evolving domain geometry or the solution co
ntained therein. Copyright (C) 1999 John Wiley & Sons, Ltd.