CMS-Flow:Hydro Eqs: Difference between revisions

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         <math> \frac{\partial h  }{\partial t} + \frac{\partial (h u_j )}{\partial x_j} = S </math>
         <math> \frac{\partial h  }{\partial t} + \frac{\partial (h u_j )}{\partial x_j} = S </math>
  for <math> j=1,2 </math>
  for <math> j=1,2 </math>
         <math> \frac{\partial ( h u_i ) }{\partial t} + \frac{\partial (h u_i u_j )}{\partial x_j}
         <math> \frac{\partial ( h u_i ) }{\partial t} + \frac{\partial (h u_i u_j )}{\partial x_j}
- \epsilon_{ij3} f_c u_j h = g \frac{\partial \eta }{\partial x_j}
- \epsilon_{ij3} f_c u_j h = g \frac{\partial \eta }{\partial x_j}

Revision as of 22:09, 12 May 2010

Governing Equation

The depth-averaged 2-D continuity and momentum equations are given by

        ht+(huj)xj=S
for j=1,2
        (hui)t+(huiuj)xjϵij3fcujh=gηxj+1ρ0paxj+xj[νthuixj]+τiρ

for i=1,2 and j=1,2

where t is time, uj is the current velocity in the jth direction, h is the total water depth, Csa is the salinity concentration, and Ksa is the salinity mixing coefficient.