CMS-Flow:Hydro Eqs: Difference between revisions

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{{Equation|<math> \frac{\partial h  }{\partial t} + \frac{\partial (h U_j )}{\partial x_j} = S </math>|2=1}}
{{Equation|<math> \frac{\partial h  }{\partial t} + \frac{\partial (h U_j )}{\partial x_j} = S </math>|2=1}}
\begin{equation} \label{eq:solve}
x^2 - 5 x + 6 = 0
\end{equation}


for  <math>  j=1,2  </math>
for  <math>  j=1,2  </math>

Revision as of 21:04, 18 May 2010

Governing Equation

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

        
  (1)

\begin{equation} \label{eq:solve} x^2 - 5 x + 6 = 0 \end{equation}

for

          

for and

Symbol Description Units
Time sec
Total water depth m
Still water depth m
Water surface elevation with respect to the still water elevation m
Current velocity in the jth direction m/sec
Sum of Precipitation and evaporation per unit area m/sec
Gravitational constant m/sec2
Water density kg/m3
Atmospheric pressure Pa
Turbulent eddy viscosity m2/sec

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