The distributions of velocity potential over the water column for deriving
both it the mild-slope equation and the Boussinesq equations have been unif
ied. New equations of the Boussinesq type are derived by using the variatio
nal principle. The derived non-linear equations approach the Boussinesq equ
ations in shallow water. The linear version is essentially the same as the
mild-slope equation which is valid over the entire range of water depths. N
umerical solutions of the new equations have been compared to experimental
data and good agreement has been achieved.