\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]
\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
    \bfseries Multiply & \bfseries By & \bfseries To Obtain
    \endhead
    \hline
    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\\
\hline
yards & 0.9144 & meters\\
\hline
\end{longtable}}

\mainmatter

\chapter{Duis ante felis, dignissim id, blandit in, suscipit vel,
  dolor}
\section{Duis ante felis}
\subsection{Nunc non magna}
\lipsum[6]

\begin{equation}
  \label{eq:eq}
  2\times2=4
\end{equation}

\subsection{Duis sagittis massa}

\lipsum[7]

\section{Suscipit vel}

\lipsum[17-18]

\begin{table}
  \centering
  \caption{Yearly Dividens}
  \label{tab:dividends}
  \footnotesize\sffamily
  \begin{tabular}{|l|r|}
    \hline
    \bfseries Year  & \bfseries Dividends, \%\\
    \hline
    1880  & 2.5  \\
    \hline
    1881  & 2.1  \\
    \hline
    1882  & 2.6  \\
    \hline
  \end{tabular}
\end{table}


\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}

\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}

\begin{figure}
  \centering
  \fbox{\includegraphics[width=2in]{red_corps_castle2}}
  \caption{Yet Another Castle In Appendix}
  \label{fig:castle2}
\end{figure}


\end{document}
