1 | % $Id: basic_equations.tex 1531 2015-01-26 13:58:29Z boeske $ |
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2 | \input{header_tmp.tex} |
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3 | %\input{../header_LECTURE.tex} |
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4 | |
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5 | \usepackage[utf8]{inputenc} |
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6 | \usepackage{ngerman} |
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7 | \usepackage{pgf} |
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8 | \usepackage{subfigure} |
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9 | \usepackage{units} |
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10 | \usepackage{multimedia} |
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11 | \usepackage{hyperref} |
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12 | \newcommand{\event}[1]{\newcommand{\eventname}{#1}} |
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13 | \usepackage{xmpmulti} |
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14 | \usepackage{tikz} |
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15 | \usetikzlibrary{shapes,arrows,positioning,decorations.pathreplacing} |
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16 | \def\Tiny{\fontsize{4pt}{4pt}\selectfont} |
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17 | |
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18 | %---------- neue Pakete |
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19 | \usepackage{amsmath} |
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20 | \usepackage{amssymb} |
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21 | \usepackage{multicol} |
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22 | \usepackage{pdfcomment} |
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23 | \usepackage{xcolor} |
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24 | |
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25 | \institute{Institute of Meteorology and Climatology, Leibniz UniversitÀt Hannover} |
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26 | \selectlanguage{english} |
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27 | \date{last update: \today} |
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28 | \event{PALM Seminar} |
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29 | \setbeamertemplate{navigation symbols}{} |
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30 | \setbeamersize{text margin left=.5cm,text margin right=.2cm} |
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31 | \setbeamertemplate{footline} |
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32 | {% |
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33 | \begin{beamercolorbox}[rightskip=-0.1cm]& |
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34 | {\includegraphics[height=0.65cm]{imuk_logo.pdf}\hfill \includegraphics[height=0.65cm]{luh_logo.pdf}} |
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35 | \end{beamercolorbox} |
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36 | \begin{beamercolorbox}[ht=2.5ex,dp=1.125ex,% |
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37 | leftskip=.3cm,rightskip=0.3cm plus1fil]{title in head/foot}% |
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38 | {\leavevmode{\usebeamerfont{author in head/foot}\insertshortauthor} \hfill \eventname \hfill \insertframenumber \; / \inserttotalframenumber}% |
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39 | \end{beamercolorbox}% |
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40 | % \begin{beamercolorbox}[colsep=1.5pt]{lower separation line foot}% |
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41 | % \end{beamercolorbox} |
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42 | }%\logo{\includegraphics[width=0.3\textwidth]{luhimuk_logo.eps}} |
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43 | |
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44 | \title[Basic Equations]{Basic Equations} |
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45 | \author{PALM group} |
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46 | |
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47 | \begin{document} |
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48 | |
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49 | %Folie 1 |
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50 | \begin{frame} |
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51 | \titlepage |
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52 | \end{frame} |
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53 | |
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54 | |
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55 | \section{Basic equations} |
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56 | \subsection{Basic equations, Unfiltered} |
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57 | |
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58 | % Folie 2 |
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59 | \begin{frame} |
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60 | \frametitle{Basic equations, Unfiltered} |
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61 | \setlength{\leftmargini}{0.3cm} |
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62 | \begin{itemize} |
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63 | \item<2->Navier-Stokes equations |
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64 | \begin{equation*} |
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65 | \rho \frac{\partial u_i}{\partial t} + \rho u_k |
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66 | \frac{\partial u_i}{\partial x_k} = |
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67 | - \frac{\partial p}{\partial x_i} - \rho \varepsilon_{ijk} |
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68 | f_j u_k - \rho \frac{\partial \phi}{\partial x_i} + \mu |
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69 | \left\{ \frac{\partial^2 u_i}{\partial x_k^2} + \frac{1}{3} |
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70 | \frac{\partial}{\partial x_i} \left( |
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71 | \frac{\partial u_k}{\partial x_k} \right) \right\} |
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72 | \end{equation*} |
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73 | \item \onslide<3->First principle |
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74 | \begin{equation*} |
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75 | \rho \frac{\partial T}{\partial t} + \rho u_k \frac{\partial T}{\partial x_k} = \mu_\mathrm{h} \frac{\partial^2 T}{\partial x_k^2} + Q |
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76 | \end{equation*} |
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77 | \item \onslide<4->Equation for passive scalar |
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78 | \begin{equation*} |
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79 | \rho \frac{\partial \psi}{\partial t} + \rho u_k \frac{\partial \psi}{\partial x_k} = \mu_{\psi} \frac{\partial^2 \psi}{\partial x_k^2} + Q_{\psi} |
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80 | \end{equation*} |
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81 | \item \onslide<5->Continuity equation |
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82 | \begin{equation*} |
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83 | \frac{\partial \rho}{\partial t} = - \frac{\partial \rho u_k}{\partial x_k} |
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84 | \end{equation*} |
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85 | \end{itemize} |
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86 | \end{frame} |
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87 | |
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88 | % Folie 3 |
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89 | \begin{frame} |
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90 | \frametitle{Boussinesq Approximation} |
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91 | \footnotesize |
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92 | \begin{itemize} |
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93 | \item \onslide<2->Splitting thermodynamic variables into a basic state $\psi_0$ and a variation $\psi^{*}$ |
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94 | \begin{align*} |
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95 | T(x,y,z,t) &= T_0(x,y,z) &+& T^{*}(x,y,z,t)&&\\ |
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96 | p(x,y,z,t) &= p_0(x,y,z) &+& p^{*}(x,y,z,t)&&\\ |
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97 | \rho(x,y,z,t) &= \rho_0(z) &+& \rho^{*}(x,y,z,t);& & |
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98 | &\psi^{*} << \psi_0& |
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99 | \end{align*} |
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100 | \item \onslide<3->Hydrostatic equilibrium, geostrophic wind (not included in Boussinesq) |
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101 | \begin{equation*} |
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102 | \frac{\partial p_0}{\partial z} = -g \rho_0 \hspace{10mm} |
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103 | \frac{1}{\rho_0} \frac{\partial p_0}{\partial x} = -f v_\mathrm{g}, |
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104 | \hspace{5mm} \frac{1}{\rho_0} \frac{\partial p_0}{\partial y} = f u_\mathrm{g} |
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105 | \end{equation*} |
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106 | \item \onslide<4->Equation of state |
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107 | \begin{equation*} |
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108 | p = \rho R T \rightarrow \ln{p} = \ln{\rho} + \ln{R} + \ln{T} \rightarrow \frac{d p}{p} = \frac{d \rho}{\rho} + \frac{d T}{T} |
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109 | \end{equation*} |
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110 | \begin{equation*} |
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111 | \frac{\Delta p}{p_0} \approx \frac{\Delta \rho}{\rho_0} + |
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112 | \frac{\Delta T}{T_0} \rightarrow \frac{p^{*}}{p_0} \approx |
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113 | \frac{\rho^{*}}{\rho_0} + \frac{T^{*}}{T_0} \hspace{10mm} |
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114 | \frac{\rho^{*}}{\rho_0} \approx - \frac{T^{*}}{T_0} \hspace{10mm} |
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115 | \end{equation*} |
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116 | \end{itemize} |
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117 | \end{frame} |
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118 | |
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119 | % Folie 4 |
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120 | \begin{frame} |
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121 | \frametitle{Continuity Equation} |
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122 | \begin{eqnarray*} |
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123 | \onslide<2-> \dfrac{\partial \rho_0(z)}{\partial t} = |
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124 | - \dfrac{\partial \rho_0(z) u_k}{\partial x_k} & |
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125 | \hspace{10mm} \dfrac{\partial \rho_0 u_k}{\partial x_k} = 0 |
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126 | \hspace{5mm} & \text{anelastic approximation}\\ |
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127 | \\ |
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128 | \onslide<3-> \rho_0 = const. & \hspace{10mm} |
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129 | \dfrac{\partial u_k}{\partial x_k} = 0 \hspace{5mm} & |
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130 | \text{incompressible flow} |
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131 | \end{eqnarray*} |
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132 | \end{frame} |
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133 | |
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134 | % Folie 5 |
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135 | \begin{frame} |
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136 | \frametitle{Boussinesq Approximated Equations} |
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137 | \begin{itemize} |
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138 | \item \onslide<2->Navier-Stokes equations |
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139 | \begin{equation*} |
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140 | \frac{\partial u_i}{\partial t} |
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141 | + \frac{\partial u_k u_i}{\partial x_k} = |
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142 | - \frac{1}{\rho_0}\frac{\partial p^{*}}{\partial x_i} |
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143 | - \varepsilon_{ijk} f_j u_k + \varepsilon_{i3k} f_3 u_{k_\mathrm{g}} |
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144 | + g \frac{T - T_0}{T_0} \delta_{i3} + \nu |
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145 | \frac{\partial^2 u_i}{\partial x_k^2} |
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146 | \end{equation*} |
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147 | \item \onslide<3->First principle |
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148 | \begin{equation*} |
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149 | \frac{\partial T}{\partial t} + u_k \frac{\partial T}{\partial x_k} = |
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150 | \nu_\mathrm{h} \frac{\partial^2 T}{\partial x_k^2} + Q |
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151 | \end{equation*} |
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152 | \item \onslide<4->Equation for passive scalar |
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153 | \begin{equation*} |
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154 | \frac{\partial \psi}{\partial t} + u_k |
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155 | \frac{\partial \psi}{\partial x_k} = \nu_{\psi} |
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156 | \frac{\partial^2 \psi}{\partial x_k^2} + Q_{\psi} |
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157 | \end{equation*} |
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158 | \item \onslide<5->Continuity equation |
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159 | \begin{equation*} |
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160 | \frac{\partial u_k}{\partial x_k} = 0 |
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161 | \end{equation*} |
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162 | \end{itemize} |
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163 | \onslide<6-> \tikzstyle{plain} = [rectangle, draw, text width=0.255\textwidth, font=\small] |
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164 | |
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165 | \begin{tikzpicture}[remember picture, overlay] |
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166 | \node at (current page.north west){% |
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167 | \begin{tikzpicture}[overlay] |
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168 | \node[plain, draw,anchor=west] at (94mm,-55mm) {\noindent This set of equations is valid for almost all kind of CFD models!}; |
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169 | \end{tikzpicture} |
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170 | }; |
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171 | \end{tikzpicture} |
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172 | \end{frame} |
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173 | |
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174 | |
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175 | \section{Scale Separation} |
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176 | \subsection{Scale Separation by Spatial Filtering} |
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177 | |
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178 | % Folie 6 |
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179 | \begin{frame} |
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180 | \frametitle{LES - Scale Separation by Spatial Filtering (I)} |
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181 | \footnotesize |
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182 | \begin{itemize} |
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183 | \item<1->{LES technique is based on scale separation, in order to reduce the number of degrees of freedom of the solution. \begin{math} \boxed{\Psi(x_i , t) = \overline{\Psi}(x_i , t) + \Psi'(x_i , t)} \end{math}} |
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184 | \item<2->{Large / low-frequency modes $\Psi$ are calculated directly (resolved scales).} |
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185 | \item<3->{Small / high-frequency modes $\Psi'$ are parameterized using a statistical model (subgrid / subfilter scales, SGS model).} |
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186 | \item<4->{These two categories of scales are seperated by defining a cutoff length $\Delta$.} |
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187 | \end{itemize} |
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188 | \normalsize |
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189 | \includegraphics[width=\textwidth]{basic_equations_figures/Spatial_Filtering_I.png} |
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190 | \end{frame} |
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191 | |
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192 | |
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193 | |
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194 | % Folie 7 |
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195 | \begin{frame} |
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196 | \frametitle{LES - Scale Separation by Spatial Filtering (II)} |
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197 | \begin{columns}[T] |
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198 | \begin{column}{0.8\textwidth} |
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199 | \footnotesize |
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200 | \begin{itemize} |
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201 | \item<1->The Filter applied is a spatial filter: |
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202 | \begin{equation*} |
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203 | \overline{\Psi}(x_i) = \int_D G(x_i - x_i') \Psi(x_i')dx_i' |
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204 | \end{equation*} |
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205 | \begin{equation*} |
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206 | \overline{\Psi}'(x_i) = 0 \qquad but \qquad \overline{\overline{\Psi}} \neq \overline{\Psi}(x_i) |
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207 | \end{equation*} |
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208 | \item<2->Filter applied to the nonlinear advection term: |
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209 | \begin{equation*} |
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210 | \overline{u_k u_i} = \overline{(\overline{u_k} + u_k')(\overline{u_i} + u_i')} = \overline{\overline{u_k}\,\overline{u_i}} + \underbrace{\overline{\overline{u_k} u_i'} + \overline{u_k' \overline{u_i}}}_{C_{ki}} + \underbrace{\overline{u_k' u_i'}}_{R_{ki}} |
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211 | \end{equation*} |
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212 | \item<5->Leonard proposes a further decomposition: |
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213 | \begin{equation*} |
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214 | \overline{\overline{u_k}\,\overline{u_i}} = \overline{u_k}\,\overline{u_i} + \underbrace{\left( \overline{\overline{u_k}\,\overline{u_i}} - \overline{u_k}\,\overline{u_i} \right)}_{L_{ki}} |
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215 | \end{equation*} |
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216 | \begin{equation*} |
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217 | \overline{u_k u_i} = \overline{u_k}\,\overline{u_i} + L_{ki} + C_{ki} + R_{ki} = \overline{u_k}\,\overline{u_i} + \tau_{ki} |
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218 | \end{equation*} |
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219 | \end{itemize} |
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220 | \end{column} |
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221 | \begin{column}{0.32\textwidth} |
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222 | \vspace{45mm} |
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223 | \hspace{-1.75cm} |
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224 | \begin{footnotesize} |
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225 | \onslide<3->$R_{ki}$: \textbf{Reynolds-stress} \\ |
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226 | \hspace*{-1.5cm}$C_{ki}$: \textbf{cross-stress} \\ |
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227 | \hspace*{-1.5cm}$L_{ki}$: \textbf{Leonard-stress} \\ |
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228 | \hspace*{-1.5cm}$\tau_{ki}$: \textbf{total stress-tensor}\\ |
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229 | \hspace*{-1.05cm} \textbf{generalized Reynolds stress}\\ |
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230 | \end{footnotesize} |
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231 | \end{column} |
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232 | \end{columns} |
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233 | \onslide<4->\tikzstyle{plain} = [rectangle, draw, text width=0.25\textwidth, font=\small] |
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234 | \begin{tikzpicture}[remember picture, overlay] |
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235 | \node at (current page.north west){ |
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236 | \begin{tikzpicture}[overlay] |
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237 | \node[plain, draw,anchor=west] at (94mm,-30mm) { |
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238 | \begin{footnotesize} |
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239 | \noindent \textbf{Ensemble average:} \\ |
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240 | \end{footnotesize} |
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241 | $\overline{\overline{\Psi}}(x_i) = \overline{\Psi}(x_i)$\\ |
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242 | \vspace{5mm} |
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243 | $\overline{u_k u_i} = \overline{u_k}\,\overline{u_i} + \overline{u_k' u_i'}$ |
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244 | }; |
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245 | \end{tikzpicture} |
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246 | }; |
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247 | \end{tikzpicture} |
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248 | \end{frame} |
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249 | |
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250 | % Folie 8 |
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251 | \begin{frame} |
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252 | \frametitle{LES - Scale Separation by Spatial Filtering (III)} |
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253 | \small |
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254 | \begin{itemize} |
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255 | \item<2-> Volume-balance approach (Schumann, 1975)\\ advantage: numerical discretization acts as a\\ Reynolds operator |
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256 | \begin{flalign*} |
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257 | &\Psi(V,t)=\frac{1}{\Delta x \cdot \Delta y \cdot \Delta z} = \int \int \int_V \Psi(V',t) dV'&\\ |
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258 | &\overline{\Psi'}(x_i)=0 \hspace{5mm} \text{and} \hspace{5mm} \overline{\overline{\Psi}} = \overline{\Psi}\\ |
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259 | &V=\left[ x - \frac{\Delta x}{2}, x + \frac{\Delta x}{2} \right] \times \left[ y - \frac{\Delta y}{2}, y + \frac{\Delta y}{2} \right] \times \left[ z - \frac{\Delta z}{2}, z + \frac{\Delta z}{2} \right] |
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260 | \end{flalign*} |
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261 | \item<3-> Filter applied to the nonlinear advection term: |
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262 | \begin{equation*} |
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263 | \overline{u_k u_i} = \overline{(\overline{u_k}+u'_k)(\overline{u_i}+u'_i)}= |
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264 | \overline{u_k}\,\overline{u_i}+\overline{u'_k u'_i} |
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265 | \end{equation*} |
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266 | \end{itemize} |
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267 | \onslide<1->\tikzstyle{plain} = [rectangle, draw, text width=0.25\textwidth, font=\small] |
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268 | \begin{tikzpicture}[remember picture, overlay] |
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269 | \node at (current page.north west){ |
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270 | \begin{tikzpicture}[overlay] |
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271 | \node[plain, draw,anchor=west] at (94mm,-30mm) { |
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272 | \begin{footnotesize} |
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273 | \noindent \textbf{Ensemble average:} \\ |
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274 | \end{footnotesize} |
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275 | $\overline{\overline{\Psi}}(x_i) = \overline{\Psi}(x_i)$\\ |
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276 | \vspace{5mm} |
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277 | $\overline{u_k u_i} = \overline{u_k}\,\overline{u_i} + \overline{u_k' u_i'}$ |
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278 | }; |
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279 | \end{tikzpicture} |
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280 | }; |
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281 | \end{tikzpicture} |
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282 | \end{frame} |
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283 | |
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284 | |
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285 | \section{Filtered equations} |
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286 | \subsection{The Filtered Equations} |
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287 | |
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288 | % Folie 9 |
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289 | \begin{frame} |
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290 | \frametitle{The Filtered Equations} |
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291 | \onslide<2-> |
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292 | \begin{equation*} |
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293 | \frac{\partial \overline{u_i}}{\partial t} |
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294 | + \frac{\partial \overline{u_k}\,\overline{u_i}}{\partial x_k} = |
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295 | - \frac{1}{\rho_0} \frac{\partial \overline{p}^*}{\partial x_i} |
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296 | - \varepsilon_{ijk}f_j \overline{u_k} + \varepsilon_{i3k} f_3 \overline{u}_{k_\mathrm{g}} |
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297 | + g \frac{\overline{T}-T_0}{T_0} \delta_{i3} |
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298 | + \nu \frac{\partial^2 \overline{u_i}}{\partial x_k^2} |
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299 | - \frac{\partial \tau_{ki}}{\partial x_k} |
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300 | \end{equation*} |
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301 | |
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302 | \begin{footnotesize} |
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303 | \begin{itemize} |
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304 | \item<3->The previous derivation completely ignores the existance of the computational grid. |
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305 | \item<4->The computational grid introduces another space scale: the discretization step $\Delta x_i$. |
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306 | \item<5->$\Delta x_i$ has to be small enough to be able to apply the filtering process correctly: $\Delta x_i \le \Delta$ |
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307 | \item<6-> Two possibilities:\\ |
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308 | 1. Pre-filtering technique\\ |
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309 | ($\Delta x < \Delta$, explicit filtering)\\ |
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310 | 2. Linking the analytical filter\\ |
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311 | to the computational grid\\ |
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312 | ($\Delta x = \Delta$, implicit filtering) |
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313 | \end{itemize} |
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314 | \end{footnotesize} |
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315 | |
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316 | \begin{picture}(0.0,0.0) |
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317 | \put(140,0){\uncover<6->{\includegraphics[width=0.6\textwidth]{basic_equations_figures/explicit_implicit.png}}} |
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318 | \end{picture} |
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319 | \end{frame} |
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320 | |
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321 | %% Folie 10 |
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322 | \begin{frame} |
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323 | \frametitle{Explicit Versus Implicit Filtering} |
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324 | \begin{itemize} |
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325 | \item<2-> Explicit filtering: |
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326 | \begin{itemize} |
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327 | \small |
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328 | \item<2-> Requires that the analytical filter is applied explicitly. |
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329 | \item<3-> Rarely used in practice, due to additional computational costs. |
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330 | \end{itemize} |
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331 | \item<4-> Implicit filtering: |
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332 | \begin{itemize} |
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333 | \small |
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334 | \item<4-> The analytical cutoff length is associated with the grid spacing. |
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335 | \item<5-> This method does not require the use of an analytical filter. |
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336 | \item<6-> The filter characteristic cannot really be controlled. |
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337 | \item<7-> Because of its simplicity, this method is used by nearly all LES models. |
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338 | \end{itemize} |
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339 | \end{itemize} |
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340 | |
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341 | \onslide<8-> |
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342 | \begin{scriptsize} |
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343 | \textbf{Literature:}\\ |
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344 | \textbf{Sagaut, P., 2001:} Large eddy simulation for incompressible flows: An introduction. Springer Verlag, Berlin/Heidelberg/New York, 319 pp.\\ |
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345 | \textbf{Schumann, U., 1975:} Subgrid scale model for finite difference simulations of turbulent flows in plane channels and annuli. J. Comp. Phys., \textbf{18}, 376-404.\\ |
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346 | \end{scriptsize} |
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347 | \end{frame} |
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348 | |
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349 | % Folie 11 |
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350 | \begin{frame} |
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351 | \frametitle{The Final Set of Equations (PALM)} |
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352 | \footnotesize |
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353 | \begin{itemize} |
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354 | \item<2-> Navier-Stokes equations: |
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355 | \onslide<2-> |
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356 | \begin{flalign*} |
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357 | &\frac{\partial \overline{u_i}}{\partial t} = - \frac{\partial \overline{u_k}\,\overline{u_i}}{\partial x_k} - \frac{1}{\rho_0} \frac{\partial \overline{\pi}^*}{\partial x_i} - \varepsilon_{ijk}f_j \overline{u_k} + \varepsilon_{i3k} f_3 \overline{u}_{k_\mathrm{g}} + g \frac{\overline{\theta}-\theta_0}{\theta_0} \delta_{i3} + \nu \frac{\partial^2 \overline{u_i}}{\partial x_k^2} - \frac{\partial \tau_{ki}^r}{\partial x_k}& |
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358 | \end{flalign*} |
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359 | \item<4-> First principle (using potential\\ temperature): |
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360 | \onslide<4-> |
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361 | \begin{flalign*} |
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362 | &\frac{\partial \overline{\theta}}{\partial t} = - \frac{\partial \overline{u_k}\,\overline{\theta}}{\partial x_k} - \frac{\partial H_k}{\partial x_k} + Q_{\theta}& |
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363 | \end{flalign*} |
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364 | \item<5-> Equation for specific humidity\\ (passive scalar) |
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365 | \onslide<5-> |
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366 | \begin{flalign*} |
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367 | &\frac{\partial \overline{q}}{\partial t} = - \frac{\partial \overline{u_k}\,\overline{q}}{\partial x_k} - \frac{\partial W_k}{\partial x_k} + Q_{w}& |
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368 | \end{flalign*} |
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369 | \item<6-> |
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370 | Continuity equation |
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371 | \onslide<6-> |
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372 | \begin{flalign*} |
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373 | &\frac{\partial \overline{u_k}}{\partial x_k} = 0& |
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374 | \end{flalign*} |
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375 | \end{itemize} |
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376 | |
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377 | \onslide<3->\tikzstyle{plain} = [rectangle, draw, text width=0.40\textwidth, font=\small] |
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378 | \begin{tikzpicture}[remember picture, overlay] |
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379 | \node at (current page.north west){ |
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380 | \begin{tikzpicture}[overlay] |
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381 | \node[plain, draw,anchor=west] at (75mm,-45mm) { |
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382 | \begin{tiny} |
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383 | \noindent normal stresses included in the stress tensor are now included in a modified dynamic pressure:\\ |
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384 | \end{tiny} |
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385 | $\tau_{ki}^r = \tau_{ki} - \frac{1}{3} \tau_{jj} \delta_{ki}$\\ |
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386 | \vspace{1mm} |
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387 | $\overline{\pi}^* = \overline{p}^* + \frac{1}{3} \tau_{jj} \delta_{ki}$ |
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388 | }; |
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389 | \end{tikzpicture} |
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390 | }; |
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391 | \end{tikzpicture} |
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392 | |
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393 | \onslide<7->\tikzstyle{plain} = [rectangle, draw, text width=0.40\textwidth, font=\small] |
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394 | \begin{tikzpicture}[remember picture, overlay] |
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395 | \node at (current page.north west){ |
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396 | \begin{tikzpicture}[overlay] |
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397 | \node[plain, draw,anchor=west] at (75mm,-70mm) { |
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398 | \begin{tiny} |
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399 | \noindent subgrid-scale stresses (fluxes) to be parameterized in the SGS model:\\ |
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400 | \end{tiny} |
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401 | $\tau_{ki} = \overline{u_k u_i} - \overline{u_k}\,\overline{u_i}$\\ |
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402 | $H_{k} = \overline{u_k \theta} - \overline{u_k}\,\overline{\theta}$\\ |
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403 | $W_{k} = \overline{u_k q} - \overline{u_k}\,\overline{q}$ |
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404 | }; |
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405 | \end{tikzpicture} |
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406 | }; |
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407 | \end{tikzpicture} |
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408 | \end{frame} |
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409 | |
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410 | |
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411 | \end{document} |
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