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 |