\begin{table}[H]
\centering
\caption{Clasificación de régimen de caudal}
\scalebox{0.9}{\begin{tabular}{c|cccc|c}
\rowcolor[HTML]{6B92BB} 
{\color[HTML]{FFFFFF} \textbf{Estación}} & {\color[HTML]{FFFFFF} \textbf{N}} & {\color[HTML]{FFFFFF} \textbf{Q25 [$m^3/s$]}} & {\color[HTML]{FFFFFF} \textbf{Q50 [$m^3/s$]}} & {\color[HTML]{FFFFFF} \textbf{Q75 [$m^3/s$]}} & {\color[HTML]{FFFFFF} \textbf{2019-09-18}}  \\[0.35 cm]
\textbf{San Miguel (E1)}& 53& 0.387& 0.499& 0.808&0.75\color[HTML]{00008B}{$\rightarrow$}\\
\textbf{Primavera (E2)}& 44& 1.064& 1.718& 2.143&2.682\color[HTML]{008000}{$\uparrow$}\\
\textbf{Ancon Sur (E3)}& 79& 2.985& 3.851& 5.610&14.845\color[HTML]{008000}{$\uparrow$}\\
\textbf{Antes de San Fernando (E5)}& 51& 4.024& 5.828& 9.433&16.526\color[HTML]{008000}{$\uparrow$}\\
\textbf{Despues de San Fernando (E6)}& 35& 7.474& 10.435& 12.963&25.447\color[HTML]{008000}{$\uparrow$}\\
\textbf{Puente Acevedo (E9)}& 59& 12.881& 17.618& 23.325&29.57\color[HTML]{008000}{$\uparrow$}\\
\textbf{Rodas (Q18)}& 12& 0.093& 0.141& 0.178&0.107\color[HTML]{00008B}{$\rightarrow$}\\
\textbf{Puente Machado (E11)}& 37& 14.270& 20.976& 25.260&54.225\color[HTML]{008000}{$\uparrow$}\\
\textbf{Ancon Norte (E12)}& 52& 18.131& 25.591& 30.954&73.609\color[HTML]{008000}{$\uparrow$}\\
\textbf{Tasajera (D4)}& 17& 10.665& 24.230& 31.719&1.382\color[HTML]{FF0000}{$\downarrow$}\\
\textbf{Papelsa (E16)}& 39& 34.501& 51.518& 71.441&32.662\color[HTML]{FF0000}{$\downarrow$}\\
\end{tabular}}

\begin{tablenotes}\footnotesize
\item[*] $N.$ = Número de aforos, $Q_{25}.\ [m^{3}/s]$ = 25 \% de los datos,  $Q_{50}.\ [m^{3}/s]$ = 50\% de los datos, $Q_{75}.\ [m^{3}/s]$ = 75\% de los datos, {\color[HTML]{00008B}{$\rightarrow$}} régimen normal de caudal, {\color[HTML]{008000}{$\uparrow$}} régimen de caudales altos, {\color[HTML]{FF0000}{$\downarrow$}} régimen de caudales bajos.
\end{tablenotes}
\label{tab:regimen_quebradas}
\end{table}
