This paper develops a one-dimensional extension to classical layered h
ydraulics that incorporates non-hydrostatic effects. General results f
or a homogeneous layer in a multi-layer steady flow are applied to sin
gle-and two-layer flow over a two-dimensional sill, The equation obtai
ned for single-layer flows is the same as that obtained by Naghdi & Vo
ngsampigoon (1986) using the direct theory of constrained fluid sheets
, and compares very well with the laboratory measurements of Sivakumar
an et al. (1983). The new equation derived for two-layer flows provide
s excellent agreement with the laboratory measurements of Lawrence (19
93). Accurate solutions are obtained for a regime of two-layer flow wh
ose behaviour cannot be explained, even qualitatively, using classical
hydraulic theory.