Dynamic moving-boundary problems are a common occurrence in shallow-water h
ydraulics, yet no generally applicable or computationally efficient framewo
rk is available for their solution. In this paper a new scheme is presented
that attempts to solve the problem of representing moving-boundary shallow
-water hydrodynamics on fixed numerical grids. The scheme consists of three
parts: identification of partly wet elements; the development of physicall
y appropriate treatments to deal with mass and momentum conservation discre
pancies in such areas within a two-dimensional finite-element frame work; a
nd the development and testing of a proof of mass conservation for the new
scheme. In particular, the algorithm is unique in distinguishing between fl
ooding and dam-break partly wet elements, in contrast to previous solutions
to this problem which typically treat both types in a similar fashion. In
reality, consideration of the problem physics shows that mass and momentum
conservation discrepancies can only be positively identified and/corrected
on elements of the flooding type. Accordingly, this disaggregation of partl
y wet elements into flooding and dam-break types is the approach adopted. T
his new scheme is tested against a structured series of numerical experimen
ts including objective tests, a newly developed analytical solution for thi
s problem and a unique high-resolution topographic dataset recently collect
ed for an area of tidal beach on the eastern coast of the UK. The new schem
e is shown to be physically realistic, mass conservative and appears to off
er a significant improvement over standard finite-element techniques.