[915] | 1 | % $Id: sgs_models.tex 991 2012-09-05 13:09:35Z franke $ |
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| 2 | \input{header_tmp.tex} |
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| 3 | %\input{header_lectures.tex} |
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[945] | 21 | \usepackage{pdfcomment} |
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[915] | 22 | |
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| 23 | \institute{Institut fÌr Meteorologie und Klimatologie, Leibniz UniversitÀt Hannover} |
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| 24 | \date{last update: \today} |
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| 25 | \event{PALM Seminar} |
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| 26 | \setbeamertemplate{navigation symbols}{} |
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| 29 | { |
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| 30 | \begin{beamercolorbox}[rightskip=-0.1cm]& |
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| 39 | } |
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| 40 | %\logo{\includegraphics[width=0.3\textwidth]{luhimuk_logo.pdf}} |
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| 41 | |
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| 42 | \title[SGS Models]{SGS Models} |
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| 43 | \author{Siegfried Raasch} |
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| 44 | |
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| 45 | \begin{document} |
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| 46 | |
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| 47 | % Folie 1 |
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| 48 | \begin{frame} |
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| 49 | \titlepage |
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| 50 | \end{frame} |
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| 51 | |
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| 52 | |
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| 53 | \section{SGS Models} |
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| 54 | \subsection{SGS Models} |
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| 55 | |
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| 56 | % Folie 2 |
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| 57 | \begin{frame} |
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| 58 | \frametitle{SGS Models (I)} |
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| 59 | \small |
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| 60 | \begin{itemize} |
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| 61 | \item<2->The SGS model has to parameterize the effect of the SGS motions (small-scale turbulence) on the large eddies (resolved-scale turbulence). |
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| 62 | \item<3->Features of small-scale turbulence: local, isotropic, dissipative (inertial subrange) |
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| 63 | \item<4->SGS stresses should depend on: |
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| 64 | \begin{itemize} |
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| 65 | \item local resolved-scale field \hspace{3mm} and / or |
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| 66 | \item past history of the local fluid (via a PDE) |
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| 67 | \end{itemize} |
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| 68 | \item<5->Importance of the model depends on how much energy is contained in the subgrid-scales: |
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| 69 | \begin{itemize} |
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| 70 | \item $E_{SGS} / E < 50\%$: results relatively insensitive to the model, (but sensitive to the numerics, e.g. in case of upwind scheme) |
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| 71 | \item $E_{SGS} / E = 1$: model more important |
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| 72 | \item<6->\textbf{If the large-scale eddies are not resolved, the SGS model and the LES will fail at all!} |
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| 73 | \end{itemize} |
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| 74 | \end{itemize} |
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| 75 | \end{frame} |
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| 76 | |
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| 77 | % Folie 3 |
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| 78 | \begin{frame} |
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| 79 | \frametitle{SGS Models (II)} |
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| 80 | Requirements that a good SGS model must fulfill: |
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| 81 | \begin{footnotesize} |
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| 82 | \begin{itemize} |
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| 83 | \item<2-> Represent interactions with small scales. |
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| 84 | \item<3-> Provide adequate dissipation\\ (transport of energy from the resolved grid scales to the unresolved grid scales; the rate of dissipation $\varepsilon$ in this context is the flux of energy through the inertial subrange). |
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| 85 | \item<4-> Dissipation rate must depend on the large scales of the flow rather than being imposed arbitrarily by the model. The SGS model must depend on the large-scale statistics and must be sufficiently flexible to adjust to changes in these statistics. |
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| 86 | \item<5->In energy conserving codes (ideal for LES) the only way for TKE to leave the resolved modes is by the dissipation provided by the SGS model. |
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| 87 | \item<6->\underline{The primary goal of an SGS model is to obtain correct statistics of the}\\ |
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| 88 | \underline{energy containing scales of motion.} |
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| 89 | \end{itemize} |
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| 90 | \end{footnotesize} |
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| 91 | \end{frame} |
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| 92 | |
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| 93 | % Folie 4 |
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| 94 | \begin{frame} |
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| 95 | \frametitle{SGS Models (III)} |
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| 96 | \onslide<1-> All the above observation suggest the use of an eddy viscosity type SGS model: |
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| 97 | \begin{footnotesize} |
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| 98 | \begin{itemize} |
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| 99 | \item<2-> Take idea from RANS modeling, introduce eddy viscosity $\nu_T$: |
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| 100 | \begin{flalign*} |
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| 101 | &\tau_{ki} = - \nu_T \left( \frac{\partial \overline{u_k}}{\partial x_i}+ \frac{\partial \overline{u_i}}{\partial x_k}\right) = -2 \nu_T \overline{S}_{ki}& \text{with} \hspace{3mm} \overline{S}_{ki} = \frac{1}{2} \left( \frac{\partial \overline{u_k}}{\partial x_i}+ \frac{\partial \overline{u_i}}{\partial x_k}\right)\\ |
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| 102 | & & \text{filtered strain rate tensor} |
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| 103 | \end{flalign*} |
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| 104 | \end{itemize} |
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| 105 | \end{footnotesize} |
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| 106 | \onslide<3->Now we need a model for the eddy viscosity: |
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| 107 | \begin{footnotesize} |
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| 108 | \begin{itemize} |
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| 109 | \item<4-> Dimensionality of $\nu_T$ is $l^2/t$ |
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| 110 | \item<5-> Obvious choice: $\nu_T = Cql$ \hspace{5mm} (q, l: characterictic velocity / length scale) |
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| 111 | \item<6-> Turbulence length scale is easy to define: largest size of the unresolved scales is $\Delta$ \hspace{10mm} $l = \Delta$ |
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| 112 | \item<7-> Velocity scale not obvious (smallest resolved scales, their size is of the order of the variation of velocity over one grid element) |
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| 113 | \begin{flalign*} |
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| 114 | &q = l \frac{\partial \overline{u}}{\partial x} = l \overline{S}& \text{for 3D: } \overline{S} = \sqrt{2 \overline{S}_{ki}\,\overline{S}_{ki}} \hspace{15mm} \\ |
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| 115 | & & \text{characterictic filtered rate of strain}\hspace{15mm} |
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| 116 | \end{flalign*} |
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| 117 | \end{itemize} |
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| 118 | \end{footnotesize} |
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| 119 | \end{frame} |
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| 120 | |
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| 121 | |
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| 122 | \section{Smagorinsky Model} |
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| 123 | \subsection{The Smagorinsky Model} |
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| 124 | |
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| 125 | % Folie 5 |
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| 126 | \begin{frame} |
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| 127 | \frametitle{The Smagorinsky Model} |
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| 128 | \onslide<2->Combine previous expressions to obtain: |
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| 129 | \begin{equation*} |
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| 130 | \nu_T = C \Delta^2 \overline{S} = (C_S \Delta)^2 \overline{S} |
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| 131 | \end{equation*} |
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| 132 | \onslide<3-> Model due to Smagorinsky (1963): |
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| 133 | \begin{itemize} |
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| 134 | \item<3-> Originally designed at NCAR for global weather modeling. |
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| 135 | \item<4-> Can be derived in several ways: heuristically (above), from inertial range arguments (Lilly), from turbulence theories. |
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| 136 | \item<5-> Constant predicted by all methods (based on theory, decay of isotropic turbulence): $C_S = \sqrt{C} \approx 0.2$ |
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| 137 | \end{itemize} |
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| 138 | \end{frame} |
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| 139 | |
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| 140 | % Folie 6 |
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| 141 | \begin{frame} |
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| 142 | \frametitle{The Smagorinsky Model: Performance} |
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| 143 | \begin{itemize} |
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| 144 | \item<2-> Predicts many flows reasonably well |
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| 145 | \item<3-> Problems: |
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| 146 | \begin{itemize} |
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| 147 | \item<3-> Optimum parameter value varies with flow type: |
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| 148 | \begin{itemize} |
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| 149 | \item Isotropic turbulence: $C_S \approx 0.2$\\ |
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| 150 | \item Shear (channel) flows: $C_S \approx 0.065$ |
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| 151 | \end{itemize} |
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| 152 | \item<4-> Length scale uncertain with anisotropic filter: |
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| 153 | \begin{equation*} |
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| 154 | (\Delta_x \Delta_y \Delta_z)^{1/3} \hspace{5mm} (\Delta_x + \Delta_y + \Delta_z)/3 |
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| 155 | \end{equation*} |
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| 156 | \item<5-> Needs modification to account for: |
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| 157 | \begin{itemize} |
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| 158 | \item stratification: $C_S = F(Ri,...)$, $Ri$: Richardson number\\ |
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| 159 | \item near-wall region: $C_S = F(z+)$, $z+$: distance from wall |
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| 160 | \end{itemize} |
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| 161 | \end{itemize} |
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| 162 | \end{itemize} |
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| 163 | \end{frame} |
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| 164 | |
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| 165 | |
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[987] | 166 | % Folie 7 |
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| 167 | \begin{frame} |
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| 168 | \frametitle{The Smagorinsky Model: Performance} |
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| 169 | \begin{itemize} |
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| 170 | \item<2-> Predicts many flows reasonably well |
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| 171 | \item<3-> Problems: |
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| 172 | \begin{itemize} |
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| 173 | \item<3-> Optimum parameter value varies with flow type: |
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| 174 | \begin{itemize} |
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| 175 | \item Isotropic turbulence: $C_S \approx 0.2$\\ |
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| 176 | \item Shear (channel) flows: $C_S \approx 0.065$ |
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| 177 | \end{itemize} |
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| 178 | \item<4-> Length scale uncertain with anisotropic filter: |
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| 179 | \begin{equation*} |
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| 180 | (\Delta_x \Delta_y \Delta_z)^{1/3} \hspace{5mm} (\Delta_x + \Delta_y + \Delta_z)/3 |
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| 181 | \end{equation*} |
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| 182 | \item<5-> Needs modification to account for: |
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| 183 | \begin{itemize} |
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| 184 | \item stratification: $C_S = F(Ri,...)$, $Ri$: Richardson number\\ |
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| 185 | \item near-wall region: $C_S = F(z+)$, $z+$: distance from wall |
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| 186 | \end{itemize} |
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| 187 | \end{itemize} |
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| 188 | \end{itemize} |
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| 189 | \end{frame} |
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| 190 | |
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| 191 | |
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| 192 | \section{Deardoff Modification} |
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| 193 | \subsection{Deardoff Modification} |
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| 194 | |
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| 195 | % Folie 8 |
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| 196 | \begin{frame} |
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| 197 | \frametitle{Deardorff (1980) Modification (Used in PALM) (I)} |
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| 198 | \footnotesize |
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| 199 | \onslide<1->{ |
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| 200 | $ \nu_T = Cql = C_M \Lambda \sqrt{\bar{e}} $ \quad \textbf{with} \quad $ \bar{e} = \frac{\overline{u_i' u_i'}}{2} $ \quad \textbf{SGS-turbulent kinetic energy}} |
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| 201 | \normalsize |
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| 202 | \begin{itemize} |
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| 203 | \item<2->{The SGS-TKE allows a much better estimation of the velocity scale for the SGS fluctuations and also contains information about the past history of the local fluid.} |
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| 204 | \end{itemize} |
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| 205 | \onslide<3->{ |
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| 206 | $ C_M = const. = 0.1 $ |
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| 207 | \par\bigskip |
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| 208 | \scriptsize |
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| 209 | $ \Lambda = \begin{cases} min\left( 0.7 \cdot z, \Delta \right), & \textbf{unstable or neutral stratification} \\ |
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| 210 | min\left( 0.7 \cdot z, \Delta, 0.76 \sqrt{\bar{e}} \left[ \frac{g}{\Theta_0} \frac{\partial \bar{\Theta}}{\partial z} \right]^{-1/2} \right), & \textbf{stable stratification} |
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| 211 | \end{cases} $ |
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| 212 | \normalsize |
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| 213 | \par\bigskip |
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| 214 | $ \Delta = \left( \Delta x \Delta y \Delta z \right)^{1/3} $ } |
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| 215 | \end{frame} |
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| 216 | |
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| 217 | % Folie 9 |
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| 218 | \begin{frame} |
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| 219 | \frametitle{Deardorff (1980) Modification (Used in PALM) (II)} |
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| 220 | \begin{itemize} |
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| 221 | \item{SGS-TKE from prognostic equation} |
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| 222 | \end{itemize} |
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| 223 | $ \frac{\partial \bar{e}}{\partial t} = -\bar{u_k} \frac{\partial \bar{e}}{\partial x_k} - \tau_{ki} \frac{\partial \bar{u_i}}{\partial x_k} + \frac{g}{\Theta_0} \overline{u_3' \Theta'} - \frac{\partial}{\partial x_k} \left\{ \overline{u_k' \left( e' + \frac{\pi'}{\rho_0} \right)} \right\} - \epsilon $ |
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[991] | 224 | \par\bigskip |
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| 225 | $ \tau_{ki} = -K_{m} \left(\frac{\partial \bar{u_{i}}}{\partial x_{k}} + \frac{\partial \bar{u_{k}}}{\partial x_{i}}\right) + \frac{2}{3}\delta_{ik}\bar{e} \qquad \textnormal{with} \qquad K_{m}=0.1\cdot \Lambda \sqrt{\bar{e}}$ |
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| 226 | \par\bigskip |
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| 227 | $ H_{k}=\overline{u_k'\Theta'} = -K_{h}\frac{\partial\bar{\Theta}}{\partial x_{k}} \qquad \textnormal{with} \qquad K_{h}= \left(1+2\frac{\Lambda}{\Delta}\right)$ |
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| 228 | \par\bigskip |
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| 229 | $W_{k}=\overline{u_k'q'} = -K_{h}\frac{\partial\bar{q}}{\partial x_{k}}$ |
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| 230 | \par\bigskip |
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[987] | 231 | $ \frac{\partial}{\partial x_k} \left[ \overline{u_k' \left( e' + \frac{\pi'}{\rho_0} \right)} \right] = - \frac{\partial}{\partial x_k} \nu_e \frac{\partial \bar{e}}{\partial x_k} $ |
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| 232 | \par\bigskip |
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| 233 | $ \nu_e = 2 \nu_T $ |
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| 234 | \par\bigskip |
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| 235 | $ \epsilon = C_{\epsilon} \frac{\bar{e}^{3/2}}{\Lambda} \qquad \qquad C_{\epsilon} = 0.19 + 0.74\frac{\Lambda}{\Delta} $ |
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| 236 | \end{frame} |
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| 237 | |
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| 238 | % Folie 10 |
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| 239 | \begin{frame} |
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| 240 | \frametitle{Deardorff (1980) Modification (Used in PALM) (III)} |
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| 241 | \begin{itemize} |
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| 242 | \item{There are still problems with this parameterization:} |
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| 243 | \begin{itemize} |
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| 244 | \item[-]<2->{The model overestimates the velocity shear near the wall.} |
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| 245 | \item[-]<3->{$\textrm{C}_\mathrm{M}$ is still a constant but actually varies for different types of flows.} |
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| 246 | \item[-]<4->{Backscatter of energy from the SGS-turbulence to the resolved-scale flow can not be considered.} |
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| 247 | \end{itemize} |
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| 248 | \item<5->{Several other SGS models have been developed:} |
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| 249 | \begin{itemize} |
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| 250 | \item[-]<5->{Two part eddy viscosity model (Sullivan, et al.)} |
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| 251 | \item[-]<6->{Scale similarity model (Bardina et al.)} |
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| 252 | \item[-]<7->{Backscatter model (Mason)} |
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| 253 | \end{itemize} |
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| 254 | \item<8->{However, for fine grid resolutions ($\textrm{E}_\mathrm{SGS} << \ \textrm{E}$) LES results become almost independent |
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| 255 | from the different models (Beare et al., 2006, BLM).} |
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| 256 | \end{itemize} |
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| 257 | \end{frame} |
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| 258 | |
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| 259 | |
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| 260 | \section{Summary / Important Points for Beginners} |
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| 261 | \subsection{Summary / Important Points for Beginners} |
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| 262 | |
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| 263 | % Folie 11 |
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| 264 | \begin{frame} |
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| 265 | \frametitle{Summary / Important Points for Beginners (I)} |
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| 266 | \begin{columns}[c] |
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| 267 | \column[T]{0.4\textwidth} |
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| 268 | \includegraphics<2-7>[width=\textwidth]{sgs_models_figures/Important_Points/Important_Points_1_2.png} |
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| 269 | \includegraphics<8>[width=\textwidth]{sgs_models_figures/Important_Points/Important_Points_1_8.png} |
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| 270 | \includegraphics<9>[width=\textwidth]{sgs_models_figures/Important_Points/Important_Points_1_9.png} |
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| 271 | \includegraphics<10>[width=\textwidth]{sgs_models_figures/Important_Points/Important_Points_1_10.png} |
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| 272 | \onslide<8-10>{\begin{flushright} \begin{tiny} after Schatzmann and Leitl (2001) \end{tiny} \end{flushright}} |
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| 273 | \column[T]{0.2\textwidth} |
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| 274 | \vspace{0.9cm} |
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| 275 | \includegraphics<8-10>[width=0.7\textwidth]{sgs_models_figures/Important_Points/Important_Points_1_arrow.png} |
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| 276 | \par |
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| 277 | \onslide<8->{\begin{small} fluctuations (\textbf{u},c) \end{small}} |
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| 278 | \par\bigskip |
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| 279 | \thicklines |
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| 280 | \onslide<9->{\mbox{\line(6,0){5} \, \line(1,0){5} \, \line(1,0){5} \quad \begin{small} {critical concentration level} \end{small}}} |
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| 281 | \vspace{1cm} |
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| 282 | |
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| 283 | \includegraphics<8-10>[width=0.7\textwidth]{sgs_models_figures/Important_Points/Important_Points_1_arrow.png} |
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| 284 | \par |
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| 285 | \onslide<8->{\begin{small} smooth result \end{small}} |
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| 286 | \column[T]{0.4\textwidth} |
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| 287 | \includegraphics<1-2>[width=\textwidth]{sgs_models_figures/Important_Points/Important_Points_1_1_neu.png} |
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| 288 | \includegraphics<3>[width=\textwidth]{sgs_models_figures/Important_Points/Important_Points_1_3_neu.png} |
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| 289 | \includegraphics<4>[width=\textwidth]{sgs_models_figures/Important_Points/Important_Points_1_4.png} |
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| 290 | \includegraphics<5-10>[width=\textwidth]{sgs_models_figures/Important_Points/Important_Points_1_5.png} |
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| 291 | \vspace{1.3cm} |
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| 292 | \includegraphics<6>[width=\textwidth]{sgs_models_figures/Important_Points/Important_Points_1_6_neu.png} |
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| 293 | \uncover<7->{\includegraphics[width=\textwidth]{sgs_models_figures/Important_Points/Important_Points_1_7_neu.png}} |
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| 294 | \end{columns} |
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| 295 | \end{frame} |
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| 296 | |
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| 297 | % Folie 12 |
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| 298 | \begin{frame} |
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| 299 | \frametitle{Summary / Important Points for Beginners (II)} |
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| 300 | For an LES it always has to be guaranteed that the main energy containing eddies of the respective |
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| 301 | turbulent flow can really be simulated by the numerical model: |
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| 302 | \begin{itemize} |
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| 303 | \item<2->{The grid spacing has to be fine enough.} |
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| 304 | \item<3->{$\textrm{E}_\mathrm{SGS} < (<<) \ \textrm{E} $} |
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| 305 | \item<4->{The inflow/outflow boundaries must not effect the flow turbulence \\ |
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| 306 | (therefore cyclic boundary conditions are used in most cases).} |
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| 307 | \item<5->{In case of homogeneous initial and boundary conditions, the onset of turbulence |
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| 308 | has to be triggered by imposing random fluctuations.} |
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| 309 | \item<6->{Simulations have to be run for a long time to reach a stationary state and stable statistics.} |
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| 310 | \end{itemize} |
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| 311 | \end{frame} |
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| 312 | |
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| 313 | |
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| 314 | \section{Example Output} |
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| 315 | \subsection{Example Output} |
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| 316 | |
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| 317 | % Folie 13 |
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| 318 | \begin{frame} |
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| 319 | \frametitle{Example Output (I)} |
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| 320 | \begin{itemize} |
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| 321 | \item{LES of a convective boundary layer} |
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| 322 | \end{itemize} |
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| 323 | \includegraphics<1>[width=\textwidth]{sgs_models_figures/Example_Output_1/Example_Output_1_1.png} |
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| 324 | \includegraphics<2>[width=\textwidth]{sgs_models_figures/Example_Output_1/Example_Output_1_2.png} |
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| 325 | \includegraphics<3>[width=\textwidth]{sgs_models_figures/Example_Output_1/Example_Output_1_3.png} |
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| 326 | \includegraphics<4>[width=\textwidth]{sgs_models_figures/Example_Output_1/Example_Output_1_4.png} |
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| 327 | \includegraphics<5>[width=\textwidth]{sgs_models_figures/Example_Output_1/Example_Output_1_5.png} |
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| 328 | \includegraphics<6>[width=\textwidth]{sgs_models_figures/Example_Output_1/Example_Output_1_6.png} |
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| 329 | \includegraphics<7>[width=\textwidth]{sgs_models_figures/Example_Output_1/Example_Output_1_7.png} |
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| 330 | \end{frame} |
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| 331 | |
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| 332 | % Folie 14 |
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| 333 | \begin{frame} |
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| 334 | \frametitle{Example Output (II)} |
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| 335 | \begin{itemize} |
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| 336 | \item{LES of a convective boundary layer} |
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| 337 | \end{itemize} |
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| 338 | \begin{center} |
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| 339 | \includegraphics[width=0.8\textwidth]{sgs_models_figures/Example_output_2.png} |
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| 340 | power spectrum of vertical velocity |
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| 341 | \end{center} |
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| 342 | \end{frame} |
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| 343 | |
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| 344 | % Folie 15 |
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| 345 | \begin{frame} |
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| 346 | \frametitle{Some Symbols} |
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| 347 | \begin{columns}[c] |
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| 348 | \column{0.6\textwidth} |
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| 349 | \begin{tabbing} |
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| 350 | $u_i \quad (i = 1,2,3)$ \quad \= velocity components \\ |
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| 351 | $u,v,w$ \\ |
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| 352 | |
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| 353 | \\ |
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| 354 | |
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| 355 | $x_i \quad (i = 1,2,3)$ \> spatial coordinates \\ |
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| 356 | $x,y,z$ \\ |
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| 357 | |
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| 358 | \\ |
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| 359 | |
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| 360 | $\Theta$ \> potential temperature \\ \\ |
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| 361 | |
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| 362 | $\Psi$ \> passive scalar \\ \\ |
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| 363 | |
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| 364 | $T$ \> actual Temperatur \\ \\ |
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| 365 | \end{tabbing} |
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| 366 | \column{0.4\textwidth} |
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| 367 | \begin{tabbing} |
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| 368 | $\Phi = gz$ \quad \= geopotential \\ \\ |
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| 369 | |
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| 370 | $p$ \> pressure \\ \\ |
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| 371 | |
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| 372 | $\rho$ \> density \\ \\ |
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| 373 | |
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| 374 | $f_i$ \> Coriolis Parameter \\ \\ |
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| 375 | |
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| 376 | $\epsilon_{ijk}$ \> alternating symbol \\ \\ |
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| 377 | |
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| 378 | $\nu, \nu_\Psi$ \> molecular diffusivity \\ \\ |
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| 379 | |
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| 380 | $Q, Q_\Psi$ \> sources or sinks \\ \\ |
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| 381 | \end{tabbing} |
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| 382 | \end{columns} |
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| 383 | \end{frame} |
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[945] | 384 | \end{document} |
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