Commit a6352a49 by Melanie Lipp

### [docu][freeflow] Improve rans oneeq docu.

parent bcebe83d
 ... @@ -52,7 +52,7 @@ ... @@ -52,7 +52,7 @@ * \f] * \f] * \f[ * \f[ * \mathbf{\Omega} = \frac{1}{2} \left( \nabla \textbf{v}_\text{g} * \mathbf{\Omega} = \frac{1}{2} \left( \nabla \textbf{v}_\text{g} * - \nabla \textbf{v}_\text{g}^\intercal \right) * - \nabla \textbf{v}_\text{g}^{T} \right) * \f] * \f] * * * This balance equation is linked to the flow geometry by the distance to the closest wall ($y$). * This balance equation is linked to the flow geometry by the distance to the closest wall ($y$). ... @@ -64,7 +64,7 @@ ... @@ -64,7 +64,7 @@ * \right)^\frac{1}{6} \f] * \right)^\frac{1}{6} \f] * \f[ g_\text{w} = r_\text{w} + c_\text{w2} (r_\text{w}^6 - r_\text{w}) \f] * \f[ g_\text{w} = r_\text{w} + c_\text{w2} (r_\text{w}^6 - r_\text{w}) \f] * \f[ r_\text{w} = \min \left[ \frac{\tilde{\nu}}{\tilde{S}\kappa^2 y^2},10\right] \f] * \f[ r_\text{w} = \min \left[ \frac{\tilde{\nu}}{\tilde{S}\kappa^2 y^2},10\right] \f] * \f[ \sigma_{\tilde{\nu}} = \nicefrac{2}{3} \f] * \f[ \sigma_{\tilde{\nu}} = \frac{2}{3} \f] * \f[ c_\text{b1} = 0.1355 \f] * \f[ c_\text{b1} = 0.1355 \f] * \f[ c_\text{b2} = 0.622 \f] * \f[ c_\text{b2} = 0.622 \f] * \f[ c_\text{v1} = 7.1 \f] * \f[ c_\text{v1} = 7.1 \f] ... @@ -72,6 +72,8 @@ ... @@ -72,6 +72,8 @@ * + \frac{1+c_\text{b2}}{\sigma_{\tilde{\nu}}} \f] * + \frac{1+c_\text{b2}}{\sigma_{\tilde{\nu}}} \f] * \f[ c_\text{w2} = 0.3 \f] * \f[ c_\text{w2} = 0.3 \f] * \f[ c_\text{w3} = 2 \f] * \f[ c_\text{w3} = 2 \f] * \f[ \kappa = 0.41 \f] * \f[ \sigma_{\tilde{\nu}}} = 2/3 \f] */ */ #ifndef DUMUX_ONEEQ_MODEL_HH #ifndef DUMUX_ONEEQ_MODEL_HH ... ...
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