“…(ii) The class of time-dependent generalized KdV equations (1) admits additional conservation laws given by low-order conserved densities (12) only for f (t, u) of the form (17a), (18a), (19a), (20a) (satisfying conditions (2)). The admitted conservation laws in each case are given by:…”
A complete classification of low-order conservation laws is obtained for timedependent generalized Korteweg-de Vries equations. Through the Hamiltonian structure of these equations, a corresponding classification of Hamiltonian symmetries is derived. The physical meaning of the conservation laws and the symmetries is discussed.
“…with the depth function D(X) and leakage velocity function g(X) are tuned as (49). Note that for decreasing depth D, which without leakage would make the wave amplitude to surge as in (46), due to the controlled tuning of the leakage the resultant solitonic wave function would suffer a damping of its amplitude as evident from (52). Moreover the solitonic wave flattens down with a change in its velocity along its propagation (see FIG 5).…”
Section: B Nature Of the Solitary Wave Solutionmentioning
confidence: 99%
“…which is a known integrable equation derivable from the hydrodynamic equations with cylindrical symmetry [35]. An exact solution of the variable coefficient KdV equation (62) is presented in [46] in the rational form as H = (c− 5 2 ξ) T . Using the relation with our original field: η 0 = D 2 9 H and reverting to our old coordinates ξ, X we can transform back the solution to obtain the required exact solution for the surface wave…”
Section: B Balancing Through Effective Hard Bottom Condition With Lementioning
Instead of taking the usual passive view for warning of near shore surging waves including extreme waves like tsunamis, we aim to study the possibility of intervening and controlling nonlinear surface waves through the feedback boundary effect at the bottom. It has been shown through analytic result that the controlled leakage at the bottom may regulate the surface solitary wave amplitude opposing the hazardous variable depth effect. The theoretical results are applied to a real coastal bathymetry in India.
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