CMS-Flow:Hydro Eqs: Difference between revisions
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- \epsilon_{ij3} f_c u_j h = - g h \frac{\partial \eta }{\partial x_j} | - \epsilon_{ij3} f_c u_j h = - g h \frac{\partial \eta }{\partial x_j} | ||
- \frac{h}{\rho_0} \frac{\partial p_a }{\partial x_j} | - \frac{h}{\rho_0} \frac{\partial p_a }{\partial x_j} | ||
+ \frac{\partial }{\partial x_j} \biggl | + \frac{\partial }{\partial x_j} \biggl ( \nu_t h \frac{\partial u_i }{\partial x_j} \biggr ) | ||
+ \frac{\tau_i }{\rho} | + \frac{\tau_i }{\rho} | ||
</math> | </math> |
Revision as of 22:59, 14 May 2010
Governing Equation
The depth-averaged 2-D continuity and momentum equations are given by
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 | |
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 |