“…where φ represents the surface profile and KW (ξ) = ˆR K W (x)e −ixξ dx := tanh(ξ) ξ , is a fully dispersive variant of the classical Korteweg-de Vries (KdV) equation, originally proposed in [35]. It features some properties that the KdV equation lacks, such as wave breaking [23,32], highest waves [13,15,34], and better high-frequency modelling [17]. While Whitham added the dispersion in an ad hoc manner, the model has since been both justified experimentally and derived from the full water-wave problem in several ways.…”