“…This equation covers several important unidirectional models for the water wave problem at different regimes which take into account the variations of the bottom and the surface tension. We have in view in particular the example of the Camassa-Holm equation which was first derived by Camassa and Holm in [1] (see also [2], [3], [4]), which is more nonlinear than the KdV and BBM equations (see for instance [5] [17], [6,9], [10], [11], [12], [13], [14], [15], [16].). The presence of the fifth order derivative term is very important, so that the equation describes both nonlinear and dispersive effects as does the Camassa-Holm equation in the case of special tension surface values (see [8,18] page 230 the Kawahara approximation).…”