1 | % $Id: sgs_models.tex 945 2012-07-17 15:43:01Z fricke $ |
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2 | \input{header_tmp.tex} |
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3 | %\input{header_lectures.tex} |
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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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31 | {\includegraphics[height=0.65cm]{imuk_logo.pdf}\hfill \includegraphics[height=0.65cm]{luh_logo.pdf}} |
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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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166 | \end{document} |
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