我一直试图通过 tablesgenerator 创建一个（简单）表格，但到目前为止输出的结果并不令人满意。我想创建下表（表 4. 所选内容摘要....），但它不适合我的页面。要么它太大，要么当我使用\resizebox函数或时它变得太小adjustbox。
我在这个论坛上查找了很多信息并尝试了很多方法，但迄今为止都没有成功。
以下代码绘制了上面的表格（表 3.1）。希望有人能帮助我！非常感谢！
\documentclass{article}
\usepackage{graphicx}
\usepackage{booktabs}
\usepackage{tabularx}
\begin{document}
\begin{table}[]
\centering
\caption{My caption}
\label{my-label}
\resizebox{\textwidth}{!}{%
\begin{tabular}{@{}lllllll@{}}
\toprule
\textbf{Model} & \textbf{Breach morphology} & \textbf{Flow} & \textbf{Sediment transport capacity} & \textbf{Geomechanics} & \textbf{Solution method} & \textbf{Remarks} \\ \midrule
& 1D Exner equation & 1D St.Venant equations & Multiple formulas & Longitudinal slope stability & Fine difference,uncoupled & Overtopping, no lateral erosion \\
DEICH\_N1 and DEICH\_N2 & Evolution from 1D/2D Exner quation & Shallo water equations & Nine different formulas availabe & & 1D/2D numerical model, uncoupled & \\
& 2D Exner equation & 2D shallow water equations & Erosion formula from WEPP, USDA & & 2D numerical model, uncoupled & Validated with Norweigian field tests \\
& Clear-water scour & 2D shallow water equations & Chen and Anderson's formula for erosion rate & 3D slope stability & 2D TVD finite differnce, uncoupled & Noncohesive dam, overtopping \\
& 2D Exner equation & 2D shallow water equations & Formulas for bed-load and suspended load & Lateral erosion, vertical erosion, and slope stability & 2D finite volume ( Roe and HLL), uncoupled & Noncohesive levee, overtopping \\
& 2D nonequilibrium sediment transport equation & 2D shallow water equations & Formula for bed-load & Lateral erosion,vertical erosion, and slope stability & 2D finite volume (Roe's Riemann solver), coupled & Noncohesive overtopping \\
& 2D nonequilibrium sediment transport equation & 2D shallow water equations with wave-action & Soulsby formula & Bed avalanching & 2D finite difference, uncoupled & Noncohesive dune and barrier, overtopping \\
& 1D/2D Nonequilibrium total-load tranport & Generelized shallow water equations & Wu etal. total-load capacity formula & Lateral erosion and slope stability ( repose angle) & 1D/2D finite volume (HLL) scheme, coupled & Noncohesive dam and levee, overtopping \\
& 2D nonequilirbium sediment transport & Generalized shallow water equations & Modified Meyer-Peter and Müller bed-load & Slope stability (repose angle) & Finite volume (HLLC) scheme, coupled & Landslide dam, overtopping \\ \bottomrule
\end{tabular}%
}
\end{table}
\end{document}
答案1
首先，表格中的数据看起来很庞大，将其放入一个表格中可能会牺牲工作的可读性。如果您可以稍微缩小表格内容或重新设计表格，那将是一件很棒的事情。除此之外，我还做了许多改进：
- 我使用了
sidewaystable旋转包中的环境；这将为表格列腾出更多空间。 - 我删除了
\resizebox{\textwidth}{!}并使用了tabularx。 - 为了避免出现太多奇怪的连字符，并且需要完全对齐，我使用了
\raggedright。 - 为了获得更多空间，我将默认值
tabcolsep从更改4pt为2pt。 - 使用
\sffamily还可以提供更多的空间。 - 最后，使用
\small将节省一些额外的空间而不会牺牲可读性。
正如我之前所说，在内容缩减和表格重新设计都失败后，上述方法应该是您的最后手段。
\documentclass{article}
\usepackage{graphicx}
\usepackage{booktabs}
\usepackage{tabularx,rotating}
\usepackage[margin=1in]{geometry}
\usepackage{ragged2e}
\begin{document}
\setlength{\tabcolsep}{2pt}
\begin{sidewaystable}
\small\sffamily\centering
\caption{My caption}
\label{my-label}
\begin{tabularx}{\textwidth}{@{}*7{>{\raggedright\arraybackslash}X}@{}}
\toprule
\textbf{Model} & \textbf{Breach morphology} & \textbf{Flow} & \textbf{Sediment transport capacity} & \textbf{Geomechanics} & \textbf{Solution method} & \textbf{Remarks} \\ \midrule
& 1D Exner equation & 1D St.Venant equations & Multiple formulas & Longitudinal slope stability & Fine difference,uncoupled & Overtopping, no lateral erosion \\
DEICH\_N1 and DEICH\_N2 & Evolution from 1D/2D Exner quation & Shallo water equations & Nine different formulas availabe & & 1D/2D numerical model, uncoupled & \\
& 2D Exner equation & 2D shallow water equations & Erosion formula from WEPP, USDA & & 2D numerical model, uncoupled & Validated with Norweigian field tests \\
& Clear-water scour & 2D shallow water equations & Chen and Anderson's formula for erosion rate & 3D slope stability & 2D TVD finite differnce, uncoupled & Noncohesive dam, overtopping \\
& 2D Exner equation & 2D shallow water equations & Formulas for bed-load and suspended load & Lateral erosion, vertical erosion, and slope stability & 2D finite volume ( Roe and HLL), uncoupled & Noncohesive levee, overtopping \\
& 2D nonequilibrium sediment transport equation & 2D shallow water equations & Formula for bed-load & Lateral erosion,vertical erosion, and slope stability & 2D finite volume (Roe's Riemann solver), coupled & Noncohesive overtopping \\
& 2D nonequilibrium sediment transport equation & 2D shallow water equations with wave-action & Soulsby formula & Bed avalanching & 2D finite difference, uncoupled & Noncohesive dune and barrier, overtopping \\
& 1D/2D Nonequilibrium total-load tranport & Generelized shallow water equations & Wu etal. total-load capacity formula & Lateral erosion and slope stability ( repose angle) & 1D/2D finite volume (HLL) scheme, coupled & Noncohesive dam and levee, overtopping \\
& 2D nonequilirbium sediment transport & Generalized shallow water equations & Modified Meyer-Peter and Müller bed-load & Slope stability (repose angle) & Finite volume (HLLC) scheme, coupled & Landslide dam, overtopping \\ \bottomrule
\end{tabularx}%
\end{sidewaystable}
\end{document}
答案2
假如说：
- 可以增加文本宽度（通过使用
\usepackage[margin=25mm]{geometry}） - 单元格内容可以分成多行
- 表格内容的字体大小为
\footnotesize
然后你会得到：
如果这不令人满意，那么您应该考虑上述评论。
编辑：我认识到在答案的第一个版本中我忘记添加代码示例（姆韦）。 这是：
\documentclass{article}
\usepackage[margin=25mm]{geometry}
\usepackage{graphicx}
\usepackage{booktabs, tabularx}
\newcolumntype{R}{>{\raggedright\arraybackslash}X}
%-------------------------------- show page layout, only for test
\usepackage{showframe}
\renewcommand\ShowFrameLinethickness{0.15pt}
\renewcommand*\ShowFrameColor{\color{red}}
%---------------------------------------------------------------%
\begin{document}
\begin{table}
\caption{My caption}
\label{my-label}
\footnotesize\sffamily
\setlength{\tabcolsep}{2pt}
\begin{tabularx}{\textwidth}{@{}*7{R}@{}}
\toprule
\textbf{Model}
& \textbf{Breach morphology}
& \textbf{Flow}
& \textbf{Sediment transport capacity}
& \textbf{Geomechanics}
& \textbf{Solution method}
& \textbf{Remarks} \\
\midrule
& 1D Exner equation & 1D St.Venant equations
& Multiple formulas & Longitudinal slope stability
& Fine difference,uncoupled & Overtopping, no lateral erosion \\
\addlinespace
DEICH\_N1 and DEICH\_N2
& Evolution from 1D/2D Exner quation & Shallo water equations
& Nine different formulas availabe & & 1D/2D numerical model, uncoupled & \\
\addlinespace
& 2D Exner equation & 2D shallow water equations
& Erosion formula from WEPP, USDA &
& 2D numerical model, uncoupled & Validated with Norweigian field tests \\
\addlinespace
& Clear-water scour & 2D shallow water equations
& Chen and Anderson's formula for erosion rate
& 3D slope stability
& 2D TVD finite differnce, uncoupled & Noncohesive dam, overtopping \\
\addlinespace
& 2D Exner equation & 2D shallow water equations
& Formulas for bed-load and suspended load
& Lateral erosion, vertical erosion, and slope stability
& 2D finite volume ( Roe and HLL), uncoupled
& Noncohesive levee, overtopping \\
\addlinespace
& 2D nonequilibrium sediment transport equation
& 2D shallow water equations
& Formula for bed-load & Lateral erosion,vertical erosion, and slope stability
& 2D finite volume (Roe's Riemann solver), coupled
& Noncohesive overtopping \\
\addlinespace
& 2D nonequilibrium sediment transport equation
& 2D shallow water equations with wave-action
& Soulsby formula & Bed avalanching
& 2D finite difference, uncoupled & Noncohesive dune and barrier, overtopping \\
\addlinespace
& 1D/2D Nonequilibrium total-load tranport
& Generelized shallow water equations
& Wu etal. total-load capacity formula
& Lateral erosion and slope stability ( repose angle)
& 1D/2D finite volume (HLL) scheme, coupled
& Noncohesive dam and levee, overtopping \\
\addlinespace
& 2D nonequilirbium sediment transport
& Generalized shallow water equations
& Modified Meyer-Peter and Müller bed-load
& Slope stability (repose angle)
& Finite volume (HLLC) scheme, coupled
& Landslide dam, overtopping \\
\bottomrule
\end{tabularx}
\end{table}
\end{document}
答案3
如果您不能大幅加宽文本块，并且您不想（或不允许）切换到更小的字体大小，那么您将不得不切换到环境longtable，因为材料根本无法放在单个页面上。
\documentclass{article}
\usepackage{booktabs,longtable,array,ragged2e}
\newcolumntype{P}[1]{>{\RaggedRight\arraybackslash\hspace{0pt}}p{#1}}
\newlength\firstcolwidth
\settowidth\firstcolwidth{DEICH\_N1}
\setlength\tabcolsep{4pt} % default: 6pt
\newlength\othercolwidth
\setlength\othercolwidth{\dimexpr\textwidth-\firstcolwidth-12\tabcolsep\relax}
\setlength\othercolwidth{\dimexpr\othercolwidth/6\relax}
\usepackage[utf8]{inputenc}
\usepackage[T1]{fontenc}
\begin{document}
\begin{longtable}{@{} p{\firstcolwidth}
*{6}{P{\othercolwidth}} @{}}
\caption{My caption} \label{tab:my-label}\\
\toprule
Model & Breach morphology & Flow & Sediment transport capacity & Geomechanics & Solution method & Remarks \\
\midrule
\endfirsthead
\multicolumn{7}{@{}l@{}}{Table \ref{tab:my-label}, continued}\\ \addlinespace
\toprule
Model & Breach morphology & Flow & Sediment transport capacity & Geo\-mechanics & Solution method & Remarks \\
\midrule
\endhead
\midrule
\multicolumn{7}{@{}r@{}}{continued on following page}\\
\endfoot
\bottomrule
\endlastfoot
& 1D Exner equation & 1D St. Venant equations & Multiple formulas & Longitudinal slope stability & Fine difference, uncoupled & Overtopping, no lateral erosion \\ \addlinespace
DEICH\_N1 and DEICH\_N2 & Evolution from 1D/2D Exner equation & Shallow water equations & Nine different formulas available & & 1D/2D numerical model, uncoupled & \\ \addlinespace
& 2D Exner equation & 2D shallow water equations & Erosion formula from WEPP, USDA & & 2D numerical model, uncoupled & Validated with Norwegian field tests \\ \addlinespace
& Clear-water scour & 2D shallow water equations & Chen and Anderson's formula for erosion rate & 3D slope stability & 2D TVD finite differnce, uncoupled & Noncohesive dam, overtopping \\ \addlinespace
& 2D Exner equation & 2D shallow water equations & Formulas for bed-load and suspended load & Lateral erosion, vertical erosion, and slope stability & 2D finite volume (Roe and HLL), uncoupled & Noncohesive levee, overtopping \\ \addlinespace
& 2D nonequilibrium sediment transport equation & 2D shallow water equations & Formula for bed-load & Lateral erosion, vertical erosion, and slope stability & 2D finite volume (Roe's Riemann solver), coupled & Noncohesive overtopping \\ %\addlinespace
& 2D nonequilibrium sediment transport equation & 2D shallow water equations with wave-action & Soulsby formula & Bed avalanching & 2D finite difference, uncoupled & Noncohesive dune and barrier, overtopping \\ \addlinespace
& 1D/2D Nonequilibrium total-load tranport & Generalized shallow water equations & Wu et~al.\ total-load capacity formula & Lateral erosion and slope stability (repose angle) & 1D/2D finite volume (HLL) scheme, coupled & Noncohesive dam and levee, overtopping \\ \addlinespace
& 2D non\-equilib\-rium sediment transport & Generalized shallow water equations & Modified Meyer-Peter and Müller bed-load & Slope stability (repose angle) & Finite volume (HLLC) scheme, coupled & Landslide dam, overtopping \\
\end{longtable}
\end{document}