new latex package erdc (2jul09)

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+\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}