Basic internal hydraulic theory has been extended to include frictional and
nonhydrostatic effects for the case of flow over a sill in a channel conne
cting two reservoirs of slightly different density. The predictions of the
extended theory compare well with laboratory experiments. The inclusion of
frictional and nonhydrostatic effects was found to be necessary to accurate
ly predict the flow rate, the along-channel variations in interfacial posit
ion, the composite and stability Froude numbers, and the internal energy. T
he accuracy of predictions of the extended theory is limited by uncertainty
in estimates of the interfacial friction factor.