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Next: 26.2.2 Pressure gradient Up: 26.2 Discrete Equations Previous: 26.2 Discrete Equations

   
26.2.1 Momentum equations

To account for a generalized variation in cell thickness, a factor of dhui,k,j must be included in horizontal diffusive and advective operators. The following equations should be compared with the corresponding set in Section 21.3.1:


  
$\displaystyle ADV\_Ux_{i,k,j}$ = $\displaystyle \frac{1}{2\;\csuj \;dhu_{i,k,j}}\delx(adv\_fe_{i-1,k,j})$ (26.2)
$\displaystyle ADV\_Uy_{i,k,j}$ = $\displaystyle \frac{1}{2\;\csuj \;dhu_{i,k,j}}\dely(adv\_fn_{i,k,j-1})$ (26.3)
$\displaystyle DIFF\_Ux_{i,k,j}$ = $\displaystyle \frac{1}{\csuj \;dhu_{i,k,j}}\delx(\diff\_fe_{i-1,k,j})$ (26.4)
$\displaystyle DIFF\_Uy_{i,k,j}$ = $\displaystyle \frac{1}{\csuj \;dhu_{i,k,j}}\dely(\diff\_fn_{i,k,j-1})$ (26.5)

where the horizontal viscous fluxes on U-cell faces become


$\displaystyle \diff\_fe_{i,k,j}$ = $\displaystyle \frac{visc\_ceu_{i,k,j}}{\csuj}\;min(dhu_{i,k,j},dhu_{i+1,k,j})\;\delx(u_{i,k,j,n,\tau-1})$ (26.6)
$\displaystyle \diff\_fn_{i,k,j}$ = $\displaystyle visc\_cnu_{i,k,j}\; \cstjp \;min(dhu_{i,k,j},dhu_{i,k,j+1})\; \dely(u_{i,k,j,n,\tau-1})$ (26.7)

Because the lateral boundary condition is no-flux for tracers but no-slip for velocity, the horizontal viscosity $\frac{1}{h}\nabla\cdot(h\;\nabla (\vec{u}))$ has zonal and meridional components given by


  
$\displaystyle {\cal VISC}^\lambda$ = $\displaystyle \frac{A_m}{dhu_{i,k,j}\;\mbox{$\cos^2\phi^U$ }}\;\delx(\zeta^{U\l...
...j}\;\mbox{$\cos\phi^U$ }}\;\dely( \mbox{$\cos\phi^T$ }\;\zeta^{U\phi}\;\dely u)$  
  + $\displaystyle A_m\frac{1-\tan^2\phi^U}{ a^2}\; u \;-\; A_m\frac{2\sin\phi^U}{ a^2\; \cos^2\phi^U }\;\delx(\overline{v}^\lambda)$  
  + S(u) (26.8)
$\displaystyle {\cal VISC}^\phi$ = $\displaystyle \frac{A_m}{dhu_{i,k,j}\;\mbox{$\cos^2\phi^U$ }}\;\delx(\zeta^{U\l...
...j}\;\mbox{$\cos\phi^U$ }}\;\dely( \mbox{$\cos\phi^T$ }\;\zeta^{U\phi}\;\dely v)$  
  + $\displaystyle A_m\frac{1-\tan^2\phi^U}{ a^2}\; v + A_m\frac{2\sin\phi^U}{ a^2\; \cos^2\phi^U }\;\delx(\overline{u}^\lambda)$  
  + $\displaystyle S(v)\;.$ (26.9)

where Am is the lateral viscosity coefficient26.2. The above form differs from Bryan (1969) due to the inclusion of effective cell face heights $\zeta^{U\lambda}$ and $\zeta^{U\phi}$ and a sink term due to a no-slip lateral boundary condition given by


 
$\displaystyle \zeta^{U\lambda}_{i,k,j}$ = $\displaystyle min(dhu_{i,k,j} ,\; dhu_{i+1,k,j})$ (26.10)
$\displaystyle \zeta^{U\phi}_{i,k,j}$ = $\displaystyle min(dhu_{i,k,j} ,\; dhu_{i,k,j+1})$ (26.11)
$\displaystyle S(\beta)$ = $\displaystyle - \frac{A_m }{dhu_{i,k,j}\; \mbox{$\cos^2\phi^U$ }\dxui}\bigl[\fr...
...ambda}}{\dxtip} + \frac{dhu_{i,k,j}-\zeta^{U\lambda}_{i-1}}{\dxti}\bigr]\;\beta$  
  - $\displaystyle \frac{A_m}{dhu_{i,k,j}\; \mbox{$\cos\phi^U$ }\dyuj}\bigl[\frac{\m...
...frac{\mbox{$\cos\phi^T$ }(dhu_{i,k,j}-\zeta^{U\phi}_{j-1})}{\dytj}\bigr]\;\beta$ (26.12)

which is zero where U-cell thickness is constant (i.e. $dhu_{i,k,j}
= \zeta^{U\lambda}$) within a vertical level but acts effectively as a bottom drag


\begin{displaymath}S(\beta) \propto (A_m/\Delta^2 x^U)\;\beta \;\;\; \cdots \; assuming \;\;\dxui = \dyuj
\end{displaymath} (26.13)

where U-cell thickness varies within a vertical level. The constant of proportionality ( $(dhu_{i,k,j}-\zeta^{U\lambda})/dhu_{i,k,j}$) represents the fraction of cell face height over which a no-slip condition is applied.

There is no change in the form of the horizontal advective flux given by Equations (22.86) and (22.87) because advective velocities $adv\_vnt_{i,k,j}$ and $adv\_vet_{i,k,j}$ absorb a factor dhui,k,jand become advective transports given by Equations (26.40) and (26.41). Horizontal advective velocities for the U-cells are then given by Equations (22.22) and (22.21).

The only change in the vertical advective and vertical diffusive operators is to replace dztk in the vertical derivative with dhui,k,j. When defining vertical fluxes at the bottom cell faces, dhwk in the vertical derivatives is replaced by $min\;
(dhut_{i,k,j},\; dhut_{i+1,k,j},\; dhut_{i,k,j+1},\;
dhut_{i+1,k,j+1})$.


next up previous contents
Next: 26.2.2 Pressure gradient Up: 26.2 Discrete Equations Previous: 26.2 Discrete Equations
RC Pacanowski and SM Griffies, GFDL, Jan 2000