adminguy
/
IT_Articles

\documentclass{erdc}\usepackage{lipsum,url}\begin{document}
\frontmatter
%\laboratory{Cold Regions Research and\\ Engineering Laboratory}

\reportnum{ERDC/CRREL SR-05-78}
\program{Military Engineering Technology}
\title{Donec Felis  Erat, Congue Non, Volutpat At, Tincidunt Tristique, Libero}
\subtitle{Nam feugiat lacus vel est, Version~1.0}
\date{March 2009\\Revised November 2010}
\author{A.U.~Thor \and C.O.R.~Respondent \and C.O.~Author}
\affiliation{Construction Engineering Research Laboratory\\  U.S. Army Engineer Research and Development Center\\  2902 Newmark Drive\\  Champaign, IL 61826-9005}
\author{John~M.~Smith}
\affiliation{Coastal and Hydraulics Laboratory\\  U.S. Army Engineer Research and Development Center\\  3909 Halls Ferry Road\\  Vicksburg, MS 39180-6199}
\coverart{nola}
\reporttype{Final Report}
% \distribution{Distribution authorized to U.S. Government Agencies
% only; Test and Evaluation; November 2005.  Other requests should be
% referred to U.S. Army Engineer Research and Development Center}

\additionalinfo{Supersedes ERDC/CREL AF-01-23}
\begin{abstract}  \lipsum[12-13]\end{abstract}
%\disclaimer{Some other disclaimer}

%\preparedfor{U.S. Army Engineer Research and Development Center\\
% 3909 Halls Ferry Road, Vicksburg, MS 39180-6199} 

\contractnum{Work Unit 33143}
\monitoredby{U.S. Army Engineer Research and Development Center\\  3909 Halls Ferry Road, Vicksburg, MS 39180-6199}
%\preparedfor{}

\maketitle
\tableofcontents
\listoffiguresandtables
\chapter{Preface}\lipsum[1-5]
\chapter{Unit Conversion Factors}
{\footnotesize\sffamily\centering  \begin{longtable}{||l|l|l||}    \hline\hline    \bfseries Multiply & \bfseries By & \bfseries To Obtain\\    \hline\hline    \endhead    \hline\hline    \endfoot    acres & 4,046.873 & square meters\\    \hline    acre-feet & 1,233.5 & cubic meters\\    \hline    angstroms & 0.1 & nanometers\\    \hline    atmosphere (standard) & 101.325 & kilopascals\\    \hline    bars & 100 & kilopascals\\    \hline    British thermal units (International Table) & 1,055.056 & joules\\    \hline    centipoises & 0.001 & pascal seconds\\    \hline    centistokes & 1.0E-06 & square meters per second\\    \hline    cubic feet & 0.02831685 & cubic meters\\    \hline    cubic inches & 1.6387064E-05 & cubic meters\\    \hline    cubic yards & 0.7645549 & cubic meters\\    \hline    degrees (angle) & 0.01745329 & radians\\    \hline    degrees Fahrenheit & (F-32)/1.8 & degrees Celsius\\    \hline    fathoms & 1.8288 & meters\\    \hline    feet & 0.3048 & meters\\    \hline    foot-pounds force & 1.355818 & joules\\    \hline    gallons (U.S. liquid) & 3.785412E-03 & cubic meters\\    \hline    hectares & 1.0E+04 & square meters\\    \hline    horsepower (550 foot-pounds force per second) & 745.6999 & watts\\    \hline    inches & 0.0254 & meters\\    \hline    inch-pounds (force) & 0.1129848 & newton meters\\    \hline    kilotons (nuclear equivalent of TNT) & 4.184 & terajoules\\    \hline    knots & 0.5144444 & meters per second\\    \hline    microinches & 0.0254 & micrometers\\    \hline    microns & 1.0E-06 & meters\\    \hline    miles (nautical) & 1,852 & meters\\    \hline    miles (U.S. statute) & 1,609.347 & meters\\    \hline    miles per hour & 0.44704 & meters per second\\    \hline    mils & 0.0254 & millimeters\\    \hline    ounces (mass) & 0.02834952 & kilograms\\    \hline    ounces (U.S. fluid) & 2.957353E-05 & cubic meters\\    \hline    pints (U.S. liquid) & 4.73176E-04 & cubic meters\\    \hline    pints (U.S. liquid) & 0.473176 & liters\\    \hline    pounds (force) & 4.448222 & newtons\\    \hline    pounds (force) per foot & 14.59390 & newtons per meter\\    \hline    pounds (force) per inch & 175.1268 & newtons per meter\\    \hline    pounds (force) per square foot & 47.88026 & pascals\\    \hline    pounds (force) per square inch & 6.894757 & kilopascals\\    \hline    pounds (mass) & 0.45359237 & kilograms\\    \hline    pounds (mass) per cubic foot & 16.01846 & kilograms per cubic meter\\    \hline    pounds (mass) per cubic inch & 2.757990E+04 & kilograms per cubic meter\\    \hline    pounds (mass) per square foot & 4.882428 & kilograms per square meter\\    \hline    pounds (mass) per square yard & 0.542492 & kilograms per square meter\\    \hline    quarts (U.S. liquid) & 9.463529E-04 & cubic meters\\    \hline    slugs & 14.59390 & kilograms\\    \hline    square feet & 0.09290304 & square meters\\    \hline    square inches & 6.4516E-04 & square meters\\    \hline    square miles & 2.589998E+06 & square meters\\    \hline    square yards & 0.8361274 & square meters\\    \hline    tons (force) & 8,896.443 & newtons\\    \hline    tons (force) per square foot & 95.76052 & kilopascals\\    \hline    tons (long) per cubic yard & 1,328.939 & kilograms per cubic meter\\    \hline    tons (nuclear equivalent of TNT) & 4.184E+09 & joules\\    \hline    tons (2,000 pounds, mass) & 907.1847 & kilograms\\    \hline    tons (2,000 pounds, mass) per square foot & 9,764.856 & kilograms per square meter\\\hlineyards & 0.9144 & meters\\\hline\end{longtable}}
\mainmatter
\chapter{Duis ante felis, dignissim id, blandit in, suscipit vel,  dolor}\section{Duis ante felis: duis sagittis massa, dignissim id, blandit  in, suscipit vel, dolor, nunc non magna}\subsection{Nunc non magna: duis ante felis: duis sagittis massa,  dignissim id, blandit in, vel dolor}\lipsum[6]
\begin{equation}  \label{eq:eq}  2\times2=4\end{equation}
\subsection{Duis sagittis massa}
\lipsum[7-9]
\section{Suscipit vel}
\lipsum[23]
\begin{enumerate}\item Pellentesque laoreet velit nec justo.\item Fusce consectetuer. Proin tellus est, luctus vitae,  molestie a, mattis et, mauris. Donec tempor. Pellentesque habitant  morbi tristique senectus et netus et malesuada fames ac turpis  egestas. Duis ante felis, dignissim id, blandit in, suscipit vel,  dolor. Pellentesque tincidunt cursus felis.\item Proin rhoncus semper  nulla. Ut et est. Vivamus ipsum erat, gravida in, venenatis ac,  fringilla in, quam. Nunc ac augue. Fusce pede erat, ultrices non,  consequat et, semper sit amet, urna.\end{enumerate}
\lipsum[17-18]
\begin{table}  \centering  \caption{Yearly Dividens}  \label{tab:dividends}  \footnotesize\sffamily  \begin{tabular}{||l|D{.}{.}{2.2}||}    \hline\hline    \textbf{Year}  &  \multicolumn{1}{|c||}{\textbf{Dividends, \%}}\\    \hline\hline    $1880$  & 2.50  \\    \hline    $1881$  & 12.1  \\    \hline    $1882$  & 2.6  \\    \hline\hline  \end{tabular}\end{table}
\subsection{Sagittis massa}
\lipsum[24]
\begin{figure}  \centering  \fbox{\includegraphics[width=2in]{red_corps_castle2}}  \caption{Castle}  \label{fig:castle}\end{figure}
\lipsum[9]
\chapter{Duis sagittis massa in tellus}
\lipsum[11]
\begin{equation}  \label{eq:B}  \int P\,dx =1\end{equation}
\begin{itemize}\item Fusce adipiscing justo nec ante. Nullam in enim.  Pellentesque felis orci, sagittis ac, malesuada et, facilisis in,  ligula. Nunc non magna sit amet mi aliquam dictum. In mi.\item Curabitur  sollicitudin justo sed quam. Aenean imperdiet. Vestibulum ante ipsum  primis in faucibus orci luctus et ultrices posuere cubilia Curae;  Donec lacinia nonummy lectus. Proin vel urna. Fusce sit amet orci ac  magna iaculis pharetra. Duis sagittis massa in tellus.\end{itemize}
\section{Fusce consectetuer}
\lipsum[10]
\begin{figure}  \centering  \fbox{\includegraphics[width=4in]{nola}}  \caption{A Picture From US Army Corps Of Engineers Site}  \label{fig:nola}\end{figure}
\section{Aenean imperdiet}
\lipsum[11]
\nocite{*}
\bibliographystyle{unsrt}\bibliography{erdc}
\appendix
\chapter{Aenean imperdiet}
\lipsum[12-16]
\begin{equation}  \label{eq:C}  \frac{\partial H}{\partial x} = -X\end{equation}
\begin{figure}  \centering  \fbox{\includegraphics[width=2in]{red_corps_castle2}}  \caption{Another Castle, Now In Appendix}  \label{fig:castle1}\end{figure}
\lipsum[26]\lipsum[32]
\begin{equation}  \label{eq:D}  e^{i\pi} + 1 = 0\end{equation}
\begin{table}  \centering  \caption{Dam on Table Rock Lake}  \label{tab:Dam}  \footnotesize\sffamily  \begin{tabular}{|l|r|}    \hline    Length of dam, feet &6,423\\    \hline    Concrete section, feet &1,602\\    \hline    Earth embankment feet &4,821\\    \hline    Maximum height of dam above streambed, feet &252\\    \hline    Concrete in dam, cubic yards &1,230,000\\    \hline    Earth in embankment, cubic yards &3,320,000\\    \hline    Length of spillway, gross feet &531\\    \hline    Spillway crest gates (10), size in feet &45x37\\    \hline    Outlet conduits (4), size in feet &4x9\\    \hline    Elevations, feet above mean sea level & \\    \hspace{20pt}Top of dam & 947\\    \hspace{20pt}Spillway crest & 896\\    \hline  \end{tabular}\end{table}
\lipsum[27]
\chapter{Pellentesque habitant  morbi tristique senectus et netus et malesuada fames ac turpis  egestas}
\lipsum[16-22]\begin{equation}  \label{eq:U}  S = -kT\ln\Xi\end{equation}See equation~(\ref{eq:C}) and equation~\eqref{eq:D}.
\begin{figure}  \centering  \fbox{\includegraphics[width=2in]{red_corps_castle2}}  \caption{Yet Another Castle In Appendix}  \label{fig:castle2}\end{figure}

\end{document}