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381 lines
9.2 KiB
381 lines
9.2 KiB
\documentclass{erdc}
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\usepackage{lipsum,url}
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\begin{document}
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\frontmatter
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%\laboratory{Cold Regions Research and\\ Engineering Laboratory}
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\reportnum{ERDC/CRREL SR-05-78}
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\program{Military Engineering Technology}
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\title{Donec Felis
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Erat, Congue Non, Volutpat At, Tincidunt Tristique, Libero}
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\subtitle{Nam feugiat lacus vel est, Version~1.0}
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\date{March 2009\\Revised November 2010}
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\author{A.U.~Thor \and C.O.R.~Respondent \and C.O.~Author}
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\affiliation{Construction Engineering Research Laboratory\\
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U.S. Army Engineer Research and Development Center\\
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2902 Newmark Drive\\
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Champaign, IL 61826-9005}
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\author{John~M.~Smith}
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\affiliation{Coastal and Hydraulics Laboratory\\
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U.S. Army Engineer Research and Development Center\\
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3909 Halls Ferry Road\\
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Vicksburg, MS 39180-6199}
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\coverart{nola}
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\reporttype{Final Report}
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% \distribution{Distribution authorized to U.S. Government Agencies
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% only; Test and Evaluation; November 2005. Other requests should be
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% referred to U.S. Army Engineer Research and Development Center}
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\additionalinfo{Supersedes ERDC/CREL AF-01-23}
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\begin{abstract}
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\lipsum[12-13]
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\end{abstract}
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%\disclaimer{Some other disclaimer}
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%\preparedfor{U.S. Army Engineer Research and Development Center\\
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% 3909 Halls Ferry Road, Vicksburg, MS 39180-6199}
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\contractnum{Work Unit 33143}
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\monitoredby{U.S. Army Engineer Research and Development Center\\
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3909 Halls Ferry Road, Vicksburg, MS 39180-6199}
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%\preparedfor{}
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\maketitle
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\tableofcontents
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\listoffiguresandtables
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\chapter{Preface}
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\lipsum[1-5]
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\chapter{Unit Conversion Factors}
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{\footnotesize\sffamily\centering
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\begin{longtable}{||l|l|l||}
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\hline\hline
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\bfseries Multiply & \bfseries By & \bfseries To Obtain\\
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\hline\hline
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\endhead
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\hline\hline
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\endfoot
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acres & 4,046.873 & square meters\\
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\hline
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acre-feet & 1,233.5 & cubic meters\\
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\hline
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angstroms & 0.1 & nanometers\\
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\hline
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atmosphere (standard) & 101.325 & kilopascals\\
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\hline
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bars & 100 & kilopascals\\
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\hline
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British thermal units (International Table) & 1,055.056 & joules\\
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\hline
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centipoises & 0.001 & pascal seconds\\
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\hline
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centistokes & 1.0E-06 & square meters per second\\
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\hline
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cubic feet & 0.02831685 & cubic meters\\
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\hline
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cubic inches & 1.6387064E-05 & cubic meters\\
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\hline
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cubic yards & 0.7645549 & cubic meters\\
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\hline
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degrees (angle) & 0.01745329 & radians\\
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\hline
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degrees Fahrenheit & (F-32)/1.8 & degrees Celsius\\
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\hline
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fathoms & 1.8288 & meters\\
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\hline
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feet & 0.3048 & meters\\
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\hline
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foot-pounds force & 1.355818 & joules\\
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\hline
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gallons (U.S. liquid) & 3.785412E-03 & cubic meters\\
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\hline
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hectares & 1.0E+04 & square meters\\
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\hline
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horsepower (550 foot-pounds force per second) & 745.6999 & watts\\
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\hline
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inches & 0.0254 & meters\\
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\hline
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inch-pounds (force) & 0.1129848 & newton meters\\
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\hline
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kilotons (nuclear equivalent of TNT) & 4.184 & terajoules\\
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\hline
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knots & 0.5144444 & meters per second\\
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\hline
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microinches & 0.0254 & micrometers\\
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\hline
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microns & 1.0E-06 & meters\\
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\hline
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miles (nautical) & 1,852 & meters\\
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\hline
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miles (U.S. statute) & 1,609.347 & meters\\
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\hline
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miles per hour & 0.44704 & meters per second\\
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\hline
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mils & 0.0254 & millimeters\\
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\hline
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ounces (mass) & 0.02834952 & kilograms\\
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\hline
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ounces (U.S. fluid) & 2.957353E-05 & cubic meters\\
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\hline
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pints (U.S. liquid) & 4.73176E-04 & cubic meters\\
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\hline
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pints (U.S. liquid) & 0.473176 & liters\\
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\hline
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pounds (force) & 4.448222 & newtons\\
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\hline
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pounds (force) per foot & 14.59390 & newtons per meter\\
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\hline
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pounds (force) per inch & 175.1268 & newtons per meter\\
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\hline
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pounds (force) per square foot & 47.88026 & pascals\\
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\hline
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pounds (force) per square inch & 6.894757 & kilopascals\\
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\hline
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pounds (mass) & 0.45359237 & kilograms\\
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\hline
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pounds (mass) per cubic foot & 16.01846 & kilograms per cubic meter\\
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\hline
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pounds (mass) per cubic inch & 2.757990E+04 & kilograms per cubic meter\\
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\hline
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pounds (mass) per square foot & 4.882428 & kilograms per square meter\\
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\hline
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pounds (mass) per square yard & 0.542492 & kilograms per square meter\\
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\hline
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quarts (U.S. liquid) & 9.463529E-04 & cubic meters\\
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\hline
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slugs & 14.59390 & kilograms\\
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\hline
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square feet & 0.09290304 & square meters\\
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\hline
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square inches & 6.4516E-04 & square meters\\
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\hline
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square miles & 2.589998E+06 & square meters\\
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\hline
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square yards & 0.8361274 & square meters\\
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\hline
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tons (force) & 8,896.443 & newtons\\
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\hline
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tons (force) per square foot & 95.76052 & kilopascals\\
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\hline
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tons (long) per cubic yard & 1,328.939 & kilograms per cubic meter\\
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\hline
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tons (nuclear equivalent of TNT) & 4.184E+09 & joules\\
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\hline
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tons (2,000 pounds, mass) & 907.1847 & kilograms\\
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\hline
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tons (2,000 pounds, mass) per square foot & 9,764.856 & kilograms per square meter\\
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\hline
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yards & 0.9144 & meters\\
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\hline
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\end{longtable}}
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\mainmatter
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\chapter{Duis ante felis, dignissim id, blandit in, suscipit vel,
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dolor}
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\section{Duis ante felis: duis sagittis massa, dignissim id, blandit
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in, suscipit vel, dolor, nunc non magna}
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\subsection{Nunc non magna: duis ante felis: duis sagittis massa,
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dignissim id, blandit in, vel dolor}
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\lipsum[6]
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\begin{equation}
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\label{eq:eq}
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2\times2=4
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\end{equation}
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\subsection{Duis sagittis massa}
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\lipsum[7-9]
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\section{Suscipit vel}
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\lipsum[23]
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\begin{enumerate}
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\item Pellentesque laoreet velit nec justo.
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\item Fusce consectetuer. Proin tellus est, luctus vitae,
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molestie a, mattis et, mauris. Donec tempor. Pellentesque habitant
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morbi tristique senectus et netus et malesuada fames ac turpis
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egestas. Duis ante felis, dignissim id, blandit in, suscipit vel,
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dolor. Pellentesque tincidunt cursus felis.
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\item Proin rhoncus semper
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nulla. Ut et est. Vivamus ipsum erat, gravida in, venenatis ac,
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fringilla in, quam. Nunc ac augue. Fusce pede erat, ultrices non,
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consequat et, semper sit amet, urna.
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\end{enumerate}
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\lipsum[17-18]
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\begin{table}
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\centering
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\caption{Yearly Dividens}
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\label{tab:dividends}
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\footnotesize\sffamily
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\begin{tabular}{||l|D{.}{.}{2.2}||}
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\hline\hline
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\textbf{Year} & \multicolumn{1}{|c||}{\textbf{Dividends, \%}}\\
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\hline\hline
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$1880$ & 2.50 \\
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\hline
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$1881$ & 12.1 \\
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\hline
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$1882$ & 2.6 \\
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\hline\hline
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\end{tabular}
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\end{table}
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\subsection{Sagittis massa}
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\lipsum[24]
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\begin{figure}
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\centering
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\fbox{\includegraphics[width=2in]{red_corps_castle2}}
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\caption{Castle}
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\label{fig:castle}
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\end{figure}
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\lipsum[9]
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\chapter{Duis sagittis massa in tellus}
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\lipsum[11]
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\begin{equation}
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\label{eq:B}
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\int P\,dx =1
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\end{equation}
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\begin{itemize}
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\item Fusce adipiscing justo nec ante. Nullam in enim.
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Pellentesque felis orci, sagittis ac, malesuada et, facilisis in,
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ligula. Nunc non magna sit amet mi aliquam dictum. In mi.
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\item Curabitur
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sollicitudin justo sed quam. Aenean imperdiet. Vestibulum ante ipsum
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primis in faucibus orci luctus et ultrices posuere cubilia Curae;
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Donec lacinia nonummy lectus. Proin vel urna. Fusce sit amet orci ac
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magna iaculis pharetra. Duis sagittis massa in tellus.
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\end{itemize}
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\section{Fusce consectetuer}
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\lipsum[10]
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\begin{figure}
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\centering
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\fbox{\includegraphics[width=4in]{nola}}
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\caption{A Picture From US Army Corps Of Engineers Site}
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\label{fig:nola}
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\end{figure}
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\section{Aenean imperdiet}
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\lipsum[11]
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\nocite{*}
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\bibliographystyle{unsrt}
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\bibliography{erdc}
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\appendix
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\chapter{Aenean imperdiet}
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\lipsum[12-16]
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\begin{equation}
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\label{eq:C}
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\frac{\partial H}{\partial x} = -X
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\end{equation}
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\begin{figure}
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\centering
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\fbox{\includegraphics[width=2in]{red_corps_castle2}}
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\caption{Another Castle, Now In Appendix}
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\label{fig:castle1}
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\end{figure}
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\lipsum[26]
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\lipsum[32]
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\begin{equation}
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\label{eq:D}
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e^{i\pi} + 1 = 0
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\end{equation}
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\begin{table}
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\centering
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\caption{Dam on Table Rock Lake}
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\label{tab:Dam}
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\footnotesize\sffamily
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\begin{tabular}{|l|r|}
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\hline
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Length of dam, feet &6,423\\
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\hline
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Concrete section, feet &1,602\\
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\hline
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Earth embankment feet &4,821\\
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\hline
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Maximum height of dam above streambed, feet &252\\
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\hline
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Concrete in dam, cubic yards &1,230,000\\
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\hline
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Earth in embankment, cubic yards &3,320,000\\
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\hline
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Length of spillway, gross feet &531\\
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\hline
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Spillway crest gates (10), size in feet &45x37\\
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\hline
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Outlet conduits (4), size in feet &4x9\\
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\hline
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Elevations, feet above mean sea level & \\
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\hspace{20pt}Top of dam & 947\\
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\hspace{20pt}Spillway crest & 896\\
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\hline
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\end{tabular}
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\end{table}
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\lipsum[27]
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\chapter{Pellentesque habitant
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morbi tristique senectus et netus et malesuada fames ac turpis
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egestas}
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\lipsum[16-22]
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\begin{equation}
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\label{eq:U}
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S = -kT\ln\Xi
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\end{equation}
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See equation~(\ref{eq:C}) and equation~\eqref{eq:D}.
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\begin{figure}
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\centering
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\fbox{\includegraphics[width=2in]{red_corps_castle2}}
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\caption{Yet Another Castle In Appendix}
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\label{fig:castle2}
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\end{figure}
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\end{document}
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