1 | %$Id: exercise_topography.tex 974 2012-08-08 09:34:21Z gryschka $ |
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2 | \input{header_tmp.tex} |
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3 | %\input{../header_lectures.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 | \usetheme{Dresden} |
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9 | \usepackage{subfigure} |
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10 | \usepackage{units} |
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11 | \usepackage{multimedia} |
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12 | \usepackage{hyperref} |
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13 | \newcommand{\event}[1]{\newcommand{\eventname}{#1}} |
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14 | \usepackage{xmpmulti} |
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15 | \usepackage{tikz} |
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16 | \usetikzlibrary{shapes,arrows,positioning,decorations.pathreplacing} |
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17 | \def\Tiny{\fontsize{4pt}{4pt}\selectfont} |
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18 | |
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19 | %---------- neue Pakete |
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20 | \usepackage{amsmath} |
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21 | \usepackage{amssymb} |
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22 | \usepackage{multicol} |
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23 | \usepackage{pdfcomment} |
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24 | \usepackage{xcolor} |
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25 | |
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26 | \institute{Institut fÌr Meteorologie und Klimatologie, Leibniz UniversitÀt Hannover} |
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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[Exercise - Topography]{Exercise - Topography} |
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45 | \author{Siegfried Raasch} |
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46 | |
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47 | % Notes: |
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48 | % jede subsection bekommt einen punkt im menu (vertikal ausgerichtet. |
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49 | % jeder frame in einer subsection bekommt einen punkt (horizontal ausgerichtet) |
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50 | \begin{document} |
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51 | % Folie 1 |
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52 | \begin{frame} |
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53 | \titlepage |
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54 | \end{frame} |
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55 | |
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56 | \section{Exercise} |
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57 | \subsection{Exercise} |
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58 | |
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59 | % Folie 2 |
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60 | \begin{frame} |
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61 | \frametitle{Exercise} |
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62 | Please carry out \textbf{two runs} with following conditions. |
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63 | \begin{itemize} |
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64 | \item{Single surface-mounted cube} |
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65 | \begin{itemize} |
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66 | \item[1.)]{First run ''generic'' using {\tt topography = 'single\_building'}} |
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67 | \item[2.)]{Second run ''raster'' using {\tt topography = 'read\_from\_file'} |
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68 | with ASCII file ...\_topo} |
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69 | \end{itemize} |
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70 | \item{Neutral boundary layer in a channel} |
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71 | \item{Constant bulk velocity} |
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72 | \item{No Coriolis force} |
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73 | \item{Simulation features:} |
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74 | \begin{itemize} |
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75 | \item{domain size: (80 m)$^3$ (x/y/z)} |
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76 | \item{grid size: 2 m equidistant} |
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77 | \item{cube: size (40 m)$^3$, location centered in the domain center} |
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78 | \item{simulated time: 7200 s} |
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79 | \item{initial velocity: u = 1, v = 0 m/s} |
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80 | \end{itemize} |
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81 | \end{itemize} |
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82 | \textbf{Please use the same building (size, location) for both runs!} |
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83 | \end{frame} |
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84 | |
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85 | % Folie 3 |
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86 | \begin{frame} |
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87 | \frametitle{Questions to be Answered} |
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88 | \small |
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89 | \begin{itemize} |
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90 | \item{Can you identify flow convergence / divergence patterns near the cube?} |
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91 | \begin{itemize} |
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92 | \item{What kind of output do you need to answer this?} |
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93 | \end{itemize} |
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94 | \item{How does the horizontally and temporally averaged momentum flux profile look |
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95 | like?} |
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96 | \begin{itemize} |
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97 | \item{How long should the averaging time interval be?} |
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98 | \end{itemize} |
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99 | \item{Is it really a large-eddy simulation?} |
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100 | \begin{itemize} |
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101 | \item{Are the subgrid-scale fluxes much smaller than the resolved-scale fluxes?} |
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102 | \item{How do the total kinetic energy and the maximum velocity components change |
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103 | with time?} |
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104 | \end{itemize} |
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105 | \end{itemize} |
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106 | \textbf{Final question:} |
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107 | \begin{itemize} |
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108 | \item{Do the results of both runs agree?} |
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109 | \end{itemize} |
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110 | \end{frame} |
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111 | |
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112 | % Folie 4 |
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113 | \begin{frame} |
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114 | \frametitle{Hints (I)} |
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115 | \scriptsize |
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116 | \begin{itemize} |
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117 | \item{\textbf{Domain size}} |
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118 | \begin{itemize} |
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119 | \scriptsize |
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120 | \item{Is controlled by grid size (\textbf{dx}, \textbf{dy}, \textbf{dz}) and number of grid points |
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121 | (\textbf{nx}, \textbf{ny}, \textbf{nz}). Since the first grid point along one of the directions has |
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122 | index 0, the total number of grid points used are \textbf{nx}+1, \textbf{ny}+1, \textbf{nz}+1. |
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123 | The total domain size in case of cyclic horizontal boundary conditions is |
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124 | (\textbf{nx}+1)$\cdot$\textbf{dx}, (\textbf{ny}+1)$\cdot$\textbf{dy}.} |
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125 | \end{itemize} |
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126 | \item{\textbf{Initial profiles}} |
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127 | \begin{itemize} |
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128 | \scriptsize |
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129 | \item{Constant with height. See parameter \textbf{initializing\_actions} for available |
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130 | initialization methods. See \textbf{ug\_surface}, \textbf{vg\_surface} for initial values of |
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131 | velocity.} |
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132 | \end{itemize} |
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133 | \item{\textbf{Boundary conditions}} |
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134 | \begin{itemize} |
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135 | \scriptsize |
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136 | \item{For channel boundary condition, see \textbf{bc\_uv\_t}.} |
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137 | \end{itemize} |
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138 | \item{\textbf{Forcing}} |
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139 | \begin{itemize} |
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140 | \scriptsize |
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141 | \item{For constant bulk velocity, see \textbf{conserve\_volume\_flow}.} |
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142 | \item{For Coriolis force, see \textbf{omega}.} |
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143 | \end{itemize} |
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144 | \item{\textbf{Topography}} |
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145 | \begin{itemize} |
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146 | \scriptsize |
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147 | \item{For generic topography, see \textbf{building\_height}, \textbf{building\_length\_x} and |
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148 | \textbf{building\_length\_y}.} |
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149 | \item{For raster topography, please use a text editor to manually create an |
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150 | ASCII ''raster\_topo'' file that contains the same building.} |
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151 | \end{itemize} |
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152 | \end{itemize} |
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153 | \end{frame} |
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154 | |
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155 | % Folie 5 |
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156 | \begin{frame} |
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157 | \frametitle{Hints (II)} |
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158 | \footnotesize |
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159 | \begin{itemize} |
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160 | \item{\textbf{Simulation time}} |
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161 | \begin{itemize} |
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162 | \footnotesize |
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163 | \item{See parameter \textbf{end\_time}.} |
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164 | \end{itemize} |
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165 | \item{\textbf{Variables}} |
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166 | \begin{itemize} |
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167 | \footnotesize |
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168 | \item{Output variables are chosen with parameters \textbf{data\_output} (3d-data or |
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169 | 2d-cross-sections) and \textbf{data\_output\_pr} (profiles).} |
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170 | \item{Time series are activated using \textbf{dt\_dots}.} |
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171 | \end{itemize} |
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172 | \item{\textbf{Output intervals}} |
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173 | \begin{itemize} |
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174 | \footnotesize |
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175 | \item{Output intervals are set with parameter \textbf{dt\_data\_output}. This parameter |
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176 | affects all output (cross-sections, profiles, etc.). Individual temporal |
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177 | intervals for the different output quantities can be assigned using |
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178 | parameters \textbf{dt\_do3d}, \textbf{dt\_do2d\_xy}, \textbf{dt\_do2d\_xz}, \textbf{dt\_do2d\_yz}, \textbf{dt\_dopr}, |
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179 | etc. } |
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180 | \end{itemize} |
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181 | \item{\textbf{Time averaging}} |
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182 | \begin{itemize} |
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183 | \footnotesize |
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184 | \item{Time averaging is controlled with parameters \textbf{averaging\_interval}, |
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185 | \textbf{averaging\_interval\_pr}, \textbf{dt\_averaging\_input}, \textbf{dt\_averaging\_input\_pr}.} |
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186 | \end{itemize} |
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187 | \end{itemize} |
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188 | \end{frame} |
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189 | |
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190 | % Folie 6 |
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191 | \begin{frame} |
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192 | \frametitle{Further Hints} |
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193 | \scriptsize |
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194 | Please see under \\ |
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195 | \textbf{http://palm.muk.uni-hannover.de/wiki/doc/app/netcdf} \\ |
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196 | \par\medskip |
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197 | where the complete PALM netCDF-data-output and the respective steering parameters are described. |
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198 | \par\medskip |
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199 | For topography, see \\ |
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200 | \textbf{http://www.muk.uni-hannover.de/$\sim$raasch/PALM\_group/doc/app/ |
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201 | chapter\_4.1.html\#topography}\\ |
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202 | \par\medskip |
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203 | and especially for raster topography, see also |
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204 | \textbf{http://www.muk.uni-hannover.de/$\sim$raasch/PALM\_group/doc/app/ |
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205 | chapter\_3.4.html\#TOPOGRAPHY\_DATA} \\ |
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206 | \par\medskip |
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207 | as well as the presentation ''Using topography (I)''. |
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208 | \end{frame} |
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209 | |
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210 | % Folie 7 |
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211 | \begin{frame} |
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212 | \frametitle{Proceeding} |
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213 | Please proceed as follows: |
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214 | \begin{itemize} |
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215 | \item[1.]{Please run with the ''generic'' topography case first.} |
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216 | \item[2.]{Check your results to answer all questions â except the final question.} |
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217 | \item[3.]{After this run has finished, use ncview, ncdump etc. to check the precise |
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218 | location of the building (look at 2D array zusi that is contained in 2D xy |
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219 | cross-sections and 3D volume data).} |
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220 | \item[4.]{Use this information to manually create the ''raster\_topo'' file.} |
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221 | \item[5.]{Run the ''raster'' topography case.} |
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222 | \item[6.]{Compare both simulation results to answer the final question.} |
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223 | \end{itemize} |
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224 | \end{frame} |
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225 | |
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226 | % Folie 8 |
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227 | \begin{frame} |
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228 | \frametitle{How to Start?} |
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229 | \footnotesize |
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230 | \begin{itemize} |
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231 | \item{Create two \textbf{INPUT} directories for both new runs: \\ |
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232 | {\tt cd $\sim$/palm/current\_version} \\ |
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233 | {\tt mkdir -p JOBS/generic/INPUT} \\ |
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234 | {\tt mkdir -p JOBS/raster/INPUT}} |
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235 | \item{Create the parameter files and {\tt raster\_topo} file and set the required |
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236 | parameters in \\ |
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237 | {\tt JOBS/generic/INPUT/generic\_p3d} \\ |
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238 | {\tt JOBS/raster/INPUT/raster\_p3d}} |
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239 | \item{Start the runs one by one with mrun-commands \\ |
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240 | {\tt mrun -d generic -K parallel ...} \\ |
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241 | {\tt mrun -d raster -K parallel ...}} |
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242 | \item{and analyze the output files in \\ |
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243 | {\tt JOBS/generic/OUTPUT} \\ |
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244 | {\tt JOBS/raster/OUTPUT}} |
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245 | \end{itemize} |
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246 | \end{frame} |
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247 | |
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248 | \section{Results} |
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249 | \subsection{Results} |
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250 | |
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251 | % Folie 9 |
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252 | \begin{frame} |
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253 | \frametitle{Flow convergence / divergence (I)} |
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254 | \includegraphics[width=0.45\textwidth]{exercise_topography_figures/cross_sections/u_xy.eps} \hspace{0.8cm} |
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255 | \includegraphics[width=0.45\textwidth]{exercise_topography_figures/cross_sections/v_xy.eps} |
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256 | \end{frame} |
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257 | |
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258 | % Folie 10 |
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259 | \begin{frame} |
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260 | \frametitle{Flow convergence / divergence (II)} |
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261 | \includegraphics[width=0.45\textwidth]{exercise_topography_figures/cross_sections/w_xy.eps} \hspace{0.8cm} |
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262 | \includegraphics[width=0.45\textwidth]{exercise_topography_figures/cross_sections/w_xz.eps} |
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263 | \end{frame} |
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264 | |
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265 | % Folie 11 |
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266 | \begin{frame} |
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267 | \frametitle{Streamlines} |
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268 | \includegraphics[width=0.45\textwidth]{exercise_topography_figures/streamlines/streamlines_xy.eps} \hspace{0.8cm} |
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269 | \includegraphics[width=0.45\textwidth]{exercise_topography_figures/streamlines/streamlines_xz.eps} \hspace{0.8cm} |
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270 | \end{frame} |
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271 | |
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272 | |
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273 | % Folie 12 |
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274 | \begin{frame} |
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275 | \frametitle{Vertical profiles of $\overline{w'u'}$, $\overline{w'v'}$} |
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276 | \includegraphics[width=0.45\textwidth]{exercise_topography_figures/profiles/wu_time_pr.eps} \hspace{0.8cm} |
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277 | \includegraphics[width=0.45\textwidth]{exercise_topography_figures/profiles/wv_time_pr.eps} |
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278 | \end{frame} |
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279 | |
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280 | % Folie 13 |
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281 | \begin{frame} |
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282 | \frametitle{LES? - Fluxes} |
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283 | \begin{center} |
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284 | \includegraphics[width=0.6\textwidth]{exercise_topography_figures/profiles/wu_comp_pr.eps} |
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285 | \end{center} |
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286 | \end{frame} |
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287 | |
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288 | % Folie 14 |
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289 | \begin{frame} |
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290 | \frametitle{LES? - Time Series (I)} |
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291 | \begin{center} |
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292 | \includegraphics[width=0.95\textwidth]{exercise_topography_figures/timeseries/E_ts.eps} \\ |
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293 | \includegraphics[width=0.95\textwidth]{exercise_topography_figures/timeseries/umax_ts.eps} |
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294 | \end{center} |
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295 | \end{frame} |
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296 | |
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297 | % Folie 15 |
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298 | \begin{frame} |
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299 | \frametitle{LES? - Time Series (II)} |
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300 | \begin{center} |
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301 | \includegraphics[width=\textwidth]{exercise_topography_figures/timeseries/vmax_ts.eps} \\ |
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302 | \includegraphics[width=\textwidth]{exercise_topography_figures/timeseries/wmax_ts.eps} |
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303 | \end{center} |
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304 | \end{frame} |
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305 | |
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306 | \end{document} |
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