\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}