Changeset 1515 for palm/trunk/TUTORIAL/SOURCE/topography.tex
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- Jan 2, 2015 11:35:51 AM (9 years ago)
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palm/trunk/TUTORIAL/SOURCE/topography.tex
r1226 r1515 6 6 \usepackage{ngerman} 7 7 \usepackage{pgf} 8 \usetheme{Dresden}9 8 \usepackage{subfigure} 10 9 \usepackage{units} … … 24 23 \usepackage{xcolor} 25 24 26 \institute{Institut fÃŒr Meteorologie und Klimatologie, Leibniz UniversitÀt Hannover} 25 \institute{Institute of Meteorology and Climatology, Leibniz UniversitÀt Hannover} 26 \selectlanguage{english} 27 27 \date{last update: \today} 28 28 \event{PALM Seminar} … … 43 43 44 44 \title[PALM - Using Topography]{PALM - Using Topography} 45 \author{ Siegfried Raasch}45 \author{PALM group} 46 46 47 47 % Notes: … … 53 53 \titlepage 54 54 \end{frame} 55 56 \section{Topography} 57 \subsection{Topography} 55 58 56 59 % Folie 2 … … 240 243 \item{ArcGIS (commercial)} 241 244 \item{GRASS GIS (freeware)} 242 \item{...? (please report to us)}243 245 \end{itemize} 244 246 \end{itemize} … … 249 251 \frametitle{Realization â \\ Numerical / Technical Implementation (IV)} 250 252 \small 251 \textbf{Potential issue s}253 \textbf{Potential issue} 252 254 \begin{itemize} 253 255 \item{Load imbalance} … … 259 261 \end{itemize} 260 262 \end{itemize} 261 \item{\dq 2 $\Delta$x\dq instabilities (only if Piacsek-Williams advection scheme is used)}262 \begin{itemize}263 \item{Upstream of obstacle walls}264 \item{Due to second-order finite difference advection scheme}265 \item{Model remains stable throughout the simulation}266 \item{The default Wicker-Skamarock scheme does not show any instabilities}267 \end{itemize}268 263 \end{itemize} 269 264 \end{frame} … … 280 275 \item[-]{Obstacles must be surface-mounted} 281 276 \item[-]{Grid boxes can only be 100\% fluid or 100\% obstacle \\ \par\smallskip 282 \begin{footnotesize} Obstacle surfaces that do not match the grid are approximated by grid boxes like a step-function, which 283 modifies the real obstacle size \end{footnotesize}} 277 \begin{footnotesize} Obstacle surfaces that do not match the grid are approximated by grid boxes like a step-function, which can modify the real obstacle size or the orientation of the obstacle faces\end{footnotesize}} 284 278 \item[-]{Overhanging structures, holes etc. are not permitted due to the \dq 2.5D\dq format} 285 279 \end{itemize} … … 524 518 \item{\textbf{Channel}: {\tt bc\_uv\_t =} \textbf{'dirichlet\_0' (no-slip)}} 525 519 \item{\textbf{Open channel}: {\tt bc\_uv\_t =} \textbf{'neumann' (slip)}} 526 \item{\textbf{\dq Constant flux\dq layer} (not yet published): {\tt bc\_uv\_t =} \textbf{'neumann' (slip)} \\520 \item{\textbf{\dq Constant flux\dq layer}: {\tt bc\_uv\_t =} \textbf{'neumann' (slip)} \\ 527 521 with set-up E1 where {\tt dp\_level\_b >> 0} and {\tt dp\_smooth = .T.}} 528 522 \end{itemize} … … 591 585 \footnotesize 592 586 \par\medskip 593 In most cases, a new parameter is added to PALM for one specific purpose. 594 \par\bigskip 595 Beyond this one purpose, each new parameter normally gives many other new feature/parameter combinations in PALM. 596 We are unable to check all these combinations by ourselves and rely on your help! 587 PALM's topography features have been frequently applied within the last years, but there may be still some parameter combinations which have not been used so far, and which may not work properly. 597 588 \par\bigskip 598 589 % For example, the combination of topography and non-cyclic lateral boundary conditions has not yet been tested … … 603 594 \item{Please always check your PALM setup carefully. PALM is not a black box.} 604 595 \item{For example, design a simple case and test your expectation.} 605 \item{Please report potential bugs â thank you!} 606 \begin{itemize} 607 \item{PALM developer team} 608 \item{PALM user community (via trac-system)} 609 \end{itemize} 610 \end{itemize} 596 \item{Please report potential bugs using our trouble ticket system.} 597 \end{itemize} 598 \end{frame} 599 600 % Folie 22 601 \begin{frame} 602 \frametitle{Some recent examples of topography/building applications with PALM} 603 604 \scriptsize 605 \textbf{Street canyon flows} 606 \par\smallskip 607 \tiny 608 \textbf{Letzel, M.O., M. Krane and S. Raasch 2008}: High resolution urban large-eddy simulation studies from street canyon to neighbourhood scale, Atmos. Env., 609 \textbf{42}, 8770-8784, doi:10.1016/j.atmosenv.2008.08.001.\\ 610 \par\medskip 611 612 \scriptsize 613 \textbf{Turbulence generated by topography} 614 \par\smallskip 615 \tiny 616 \textbf{Esau, I. and I. Repina, 2012}: Wind climate in Kongsfjorden, Svalbard, and attribution of leading wind driving mechanisms through turbulence-resolving simulations. Advances in Meteorology, 617 \textbf{Volume 2012}, Article ID 568454, 16 pages, doi:10.1155/2012/568454.\\ 618 \par\medskip 619 620 \scriptsize 621 \textbf{Airflow within or over building arrays} 622 \par\smallskip 623 \tiny 624 \textbf{Abd Razak A., A. Hagishima, N. Ikegaya and J. Tanimoto, 2013}: Analysis of airflow over building arrays for assessment of urban wind environment. Building and Environment, 625 \textbf{59}, 56-65, doi:10.1016/j.buildenv.2012.08.007. \\ 626 \par\smallskip 627 \textbf{Kanda, M., A. Inagaki, T. Miyamoto, M. Gryschka and S. Raasch 2013}: A New Aerodynamic Parameterization for Real Urban Surfaces, Boundary-Layer Meteorol., 628 \textbf{148}, 357-377, doi:10.1007/s10546-013-9818-x. \\ 629 \par\medskip 630 631 \scriptsize 632 \textbf{Thermal effects of building walls} 633 \par\smallskip 634 \tiny 635 \textbf{Park, S.B., J.J. Baik, S. Raasch and M.O. Letzel 2012}: A large-eddy simulation study of thermal effects on turbulent flow and dispersion in and above a street canyon., J. Appl. Meteor. Climatol., 636 \textbf{51}, 829-841, doi:10.1175/JAMC-D-11-0180.1.\\ 637 \par\medskip 638 639 \scriptsize 640 \textbf{PALM coupled to a building energy model} 641 \par\smallskip 642 \tiny 643 \textbf{Yaghoobian, N., J. Kleissl and K. T. Paw U, 2014}: An Improved Three-Dimensional Simulation of the Diurnally Varying Street-Canyon Flow, Boundary-Layer Meteorol., 644 doi:http://dx.doi.org/10.1007/s10546-014-9940-4.\\ 611 645 \end{frame} 612 646 … … 653 687 \begin{tikzpicture}[remember picture, overlay] 654 688 \uncover<1>{\node at (0,-0.5) {\includegraphics[width=0.7\textwidth]{topography_figures/scenario_ssc_example_1.png}};} 655 \uncover<2 >{\node at (0,-0.5) {\includegraphics[width=0.7\textwidth]{topography_figures/scenario_ssc_example_2.png}};}656 \uncover<3->{\node at (0,-0.5) {\includegraphics[width=0.7\textwidth]{topography_figures/scenario_ssc_example_3.png}};}657 \uncover< 4->{\node at (-3.5,-0.2) {\includegraphics[width=0.48\textwidth]{topography_figures/scenario_ssc_example_4.png}};}658 \uncover< 5->{\node at (3.5,-0.2) {\includegraphics[width=0.38\textwidth]{topography_figures/scenario_ssc_example_5.png}};}689 \uncover<2->{\node at (0,-0.5) {\includegraphics[width=0.7\textwidth]{topography_figures/scenario_ssc_example_2.png}};} 690 %\uncover<3->{\node at (0,-0.5) {\includegraphics[width=0.7\textwidth]{topography_figures/scenario_ssc_example_3.png}};} 691 \uncover<3->{\node at (-3.5,-0.2) {\includegraphics[width=0.48\textwidth]{topography_figures/scenario_ssc_example_4.png}};} 692 \uncover<4->{\node at (3.5,-0.2) {\includegraphics[width=0.38\textwidth]{topography_figures/scenario_ssc_example_5.png}};} 659 693 \end{tikzpicture} 660 694 };
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