A steady two-dimensional free-surface flow in a channel of finite depth is
considered. The channel ends abruptly with a barrier in the form of a verti
cal wall of finite height. Hence the stream, which is uniform far upstream,
is forced to go upward and then falls under the effect of gravity. A confi
guration is examined where the rising stream splits into two jets, one fall
ing backward and the other forward over the wall, in a fountain-like manner
. The backward-going jet is assumed to be removed without disturbing the in
cident stream. This problem is solved numerically by an integral-equation m
ethod. Solutions are obtained for various values of a parameter measuring t
he fraction of the total incoming fur that goes into the forward jet. The l
imit where this fraction is one is also examined, the water then all passin
g over the wall, with a 120 degrees corner stagnation point on the upper fr
ee surface.