## 3 Application and Results
### Study Area and Data
\begin{table}
\begin{tabular}{c c c c c c c c c} \hline \hline \multirow{3}{*}{**Study Area**} & \multirow{2}{*}{\begin{tabular}{c} **Revenue** \\ **Water Ratio** \\ \end{tabular} } & \multirow{2}{*}{\begin{tabular}{c} **Increase** \\ **Reuvene** \\ \end{tabular} } & \multirow{2}{*}{\begin{tabular}{c} **Leakage** \\ **Ratio** \\ \end{tabular} } & \multirow{2}{*}{\begin{tabular}{c} **Decrease** \\ **Ratio** \\ \end{tabular} } & \multirow{2}{*}{\begin{tabular}{c} **Pipe** \\ **Replacement** \\ **(PR)** \\ \end{tabular} } & \multirow{2}{*}{\begin{tabular}{c} **Meter** \\ **(MR)** \\ \end{tabular} } & \multirow{2}{*}{\
\begin{tabular}{c} **Leakage Repair** \\ **(LR)** \\ \end{tabular} } & \multirow{2}{*}{
\begin{tabular}{c} **Detection** \\ **(LD)** \\ \end{tabular} } \\ \cline{2-2} \cline{6-8}  & \% & \% & \% & \% & \% & \multicolumn{1}{c}{**km/km \(\times\) Million**} & \multicolumn{1}{c}{**No./Per. \(\times\) 1000**} & \multicolumn{1}{c}{**No./km \(\times\) 1000**} \\ \hline TY 2011 & 47.1 & 6.7 & 40.5 & \(-\)5.7 & 28.776 & 40.958 & 1.771 & 1.261 \\ \hline HP 2011 & 49.3 & \(-\)0.9 & 28.5 & 0.1 & 0.000 & 30.599 & 0.359 & 0.186 \\ \hline HP 2010 & 50.2 & 5.4 & 28.6 & \(-\)0.2 & 19.158 & 141.390 & 0.645 & 0.250 \\ \hline BH 2014 & 52.2 & \(-\)15.2 & 43.1 & \(-\)15.5 & 0.229 & 37.663 & 0.107 & 0.000 \\ \hline NS 2005 & 54.1 & \(-\)2.6 & 36.3 & 0.2 & 11.594 & 35.942 & 2.839 & 0.516 \\ \hline JD 2014 & 54.8 & 9.0 & 40.7 & 9.7 & 22.270 & 89.247 & 0.489 & 0.249 \\ \hline BH 2015 & 57.6 & 5.4 & 31.6 & 11.5 & 9.971 & 114.219 & 0.455 & 0.213 \\ \hline SC 2007 & 58.0 & 10.9 & 36.0 & \(-\)0.4 & 24.310 & 24.889 & 0.920 & 0.456 \\ \hline GS 2011 & 58.3 & 10.6 & 36.6 & 3.2 & 14.601 & 59.704 & 0.464 & 0.630 \\ \hline WD 2015 & 59.3 & 8.7 & 40.7 & 8.7 & 7.408 & 14.482 & 0.298 & 0.160 \\ \hline TY 2012 & 59.6 & 12.5 & 35.9 & 4.6 & 35.705 & 27.696 & 1.934 & 0.756 \\ \hline HP 2012 & 59.8 & 10.5 & 35.7 & \(-\)7.2 & 0.000 & 30.473 & 0.346 & 0.147 \\ \hline CS 2018 & 59.8 & 0.1 & 37.0 & 3.3 & 0.000 & 227.128 & 0.644 & 0.319 \\ \hline GR 2008 & 60.6 & 9.2 & 35.0 & 8.4 & 8.053 & 32.365 & 1.137 & 0.272 \\ \hline HP 2013 & 62.5 & 2.7 & 28.6 & 7.1 & 10.347 & 1.468 & 0.457 & 0.269 \\ \hline JE 2006 & 62.7 & 9.7 & 32.0 & 8.0 & 16.094 & 19.853 & 0.842 & 0.072 \\ \hline DY 2009 & 64.1 & 2.5 & 14.1 & 0.4 & 13.584 & 67.877 & 0.762 & 0.593 \\ \hline YC 2007 & 64.2 & 7.1 & 27.9 & \(-\)4.2 & 40.304 & 55.074 & 2.100 & 0.100 \\ \hline NS 2006 & 64.5 & 10.4 & 29.4 & 6.9 & 45.217 & 10.604 & 4.322 & 0.180 \\ \hline BH 2016 & 64.9 & 7.3 & 25.9 & 5.7 & 29.730 & 52.147 & 0.505 & 0.207 \\ \hline SC 2008 & 65.2 & 7.2 & 28.9 & 7.1 & 15.390 & 21.729 & 0.802 & 0.318 \\ \hline GS 2012 & 66.2 & 7.9 & 29.0 & 7.6 & 41.112 & 36.274 & 0.659 & 0.342 \\ \hline GJ 2009 & 66.4 & 7.6 & 27.4 & 9.4 & 18.491 & 5.685 & 2.846 & 1.097 \\ \hline JD 2015 & 66.7 & 11.9 & 28.5 & 12.2 & 30.748 & 31.010 & 0.315 & 0.293 \\ \hline JE 2007 & 67.7 & 5.0 & 15.1 & 16.9 & 32.885 & 8.071 & 0.951 & 0.292 \\ \hline GJ 2010 & 67.8 & 1.4 & 26.9 & 0.5 & 19.846 & 7.281 & 1.717 & 0.763 \\ \hline WD 2016 & 67.9 & 8.6 & 27.2 & 13.5 & 40.430 & 30.411 & 0.336 & 0.258 \\ \hline \hline \end{tabular}
\end{table} 
Table 1: Example of data from the application area.