Further experiences with computing non‐hydrostatic free‐surface flows involving water waves

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Efficient computation of surf zone waves using the nonlinear shallow water equations with non-hydrostatic pressure (2008, methodology): “(1) vertically over its control volume [zk−1/2, zk+1/2] and (14); see Zijlema and Stelling (2005).”
Shock-capturing non-hydrostatic model for fully dispersive surface wave processes (2012, background): “…(Casulli and Stelling, 1998; Casulli, 1999; Namin et al., 2001; Casulli and Zanolli, 2002; Lin and Li, 2002; Chen, 2003; Stelling and Zijlema, 2003; Zijlema and Stelling, 2005; Yuan and Wu, 2004a,b; Lee et al., 2006; Young et al., 2007, 2009; Young and Wu, 2010; Wu et al., 2010), finite element…”