Vertical velocity
The vertical velocity serves as a diagnostic variable for local volume conservation1, but is a physically important quantity, especially when a steep slope is present (Zhang et al. 2004). To solve the vertical velocity, we apply a finite-volume method to a typical prism, as depicted in Figure 6, assuming that \(w\) is constant within an element \(i\), and obtain -
where \(\hat{S}\) and \(\hat{P}\) are the areas of the prism surfaces (Figure 6), (\(n^x, n^y, n^z\)), are the normal vector (pointing upward), \(\overline{u}\) and \(\overline{v}\) the averaged horizontal velocities at the top and bottom surfaces, and \(\hat{q}\) is the outward normal velocity at each side center. The vertical velocity is then solved from the bottom to the surface, in conjunction with the bottom boundary condition \((u, v, q)\cdot\pmb{n}=0\). In the case of earthquake module (imm≠0
), the bed velocity is prescribed. A compact form for Eqs \(\ref{eq01}\) is \(\sum_{j\epsilon S^+} \left| Q_j\right| = \sum_{j\epsilon S^-} \left| Q_j\right|\), where \(Q_j\) is the facial fluxes outward of a prism \(i\). This conservation will be utilized in the transport equation as the foundation for mass conservation and constancy.
References Zhang, Y., Baptista, A.M. and Myers, E.P. (2004) "A cross-scale model for 3D baroclinic circulation in estuary-plume-shelf systems: I. Formulation and skill assessment". Cont. Shelf Res., 24: 2187-2214.
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Although other definitions of volume/mass exist, we define volume/mass in the finite-volume sense throughout this paper and measure conservation based on this definition. ↩