## 3 Results
### Evaluation and Assessment of Parameters
\begin{table}
\begin{tabular}{c c c c c c c c c c c} \hline \hline  & **GR** & **MA** & **AI** & **NPWD** & **HEA** & **WU** & **EP** & **TBS** & **DEA** & **Sum** &
\begin{tabular}{c} **Crit.** \\ **Weights** \\ \end{tabular} \\ \hline
**GR** & 0.091000 & 0.061162 & 0.067285 & 0.081994 & 0.106155 & 0.076564 & 0.077254 & 0.072694 & 0.062064 & 0.696171 & 7.650275 \\
**MA** & 0.162276 & 0.109068 & 0.129960 & 0.120308 & 0.104014 & 0.086214 & 0.087554 & 0.081999 & 0.115235 & 0.996628 & 9.137668 \\
**AI** & 0.151949 & 0.094290 & 0.112351 & 0.095649 & 0.148296 & 0.137692 & 0.103129 & 0.126726 & 0.091663 & 1.061744 & 9.450256 \\
**NPWD** & 0.117057 & 0.095620 & 0.123891 & 0.105474 & 0.135719 & 0.107612 & 0.066225 & 0.095063 & 0.094157 & 0.940818 & 8.919941 \\
**HEA** & 0.076032 & 0.093005 & 0.067196 & 0.068929 & 0.088695 & 0.080220 & 0.047605 & 0.071511 & 0.069114 & 0.662308 & 7.467245 \\
**WU** & 0.125572 & 0.133660 & 0.086208 & 0.103554 & 0.116815 & 0.105653 & 0.065829 & 0.098578 & 0.104661 & 0.940530 & 8.902074 \\
**EP** & 0.164345 & 0.173804 & 0.151996 & 0.22206 & 0.259944 & 0.223923 & 0.139520 & 0.156289 & 0.153880 & 1.645906 & 11.79692 \\
**TBS** & 0.147721 & 0.156959 & 0.104619 & 0.130927 & 0.146361 & 0.126474 & 0.105343 & 0.118004 & 0.129960 & 1.166368 & 9.884114 \\
**DEA** & 0.190954 & 0.123266 & 0.159630 & 0.145889 & 0.334267 & 0.131470 & 0.131470 & 0.118254 & 0.130236 & 1.465436 & 11.25217 \\  & & & & & & & & & & & \\  & & & & & & & & & & & \\  & & & & & & & & & & \\  & & & & & & & & & & & \\  & & & & & & & & & & & \\  & & & & & & & & & & & \\ \hline \hline \end{tabular}
\end{table} 
Table 6: Computation of CR and CI of vulnerability parameters for consistency of AHP. \begin{table}
\begin{tabular}{c c c} \hline \hline
**Parameters** & **Weights** & **Percentage Weights** \\ \hline
**Hazard Parameters** & & & & \\ Average Annual Rainfall (AAR) & 0.225925 & 22.59\% \\ Elevation (E) & 0.204567 & 20.46\% \\ Slope (S) & 0.180042 & 18.0\% \\ Soil Type (ST) & 0.170703 & 17.07\% \\ Flood Depth (FD) & 0.218763 & 21.88\% \\ \hline
**Vulnerability Parameters** & & & \\ Gender Ratio (GR) & _0.091000_ & 9.1\% \\ Mean Age (MA) & _0.109068_ & 10.91\% \\ Average Income (AI) & _0.112351_ & 11.24\% \\ Number of PWD (NPWD) & _0.105474_ & 10.55\% \\ Highest Educational Attainment (HEA) & _0.088695_ & 8.87\% \\ \hline \hline \end{tabular}
\end{table} 
Table 7: Computation of CR and CI of exposure parameters for consistency of AHP. \begin{table}
\begin{tabular}{c c c c} \hline \hline
**Parameters** & **Weights** & **Percentage Weights** \\ \hline
**Hazard Parameters** & & & \\ Average Annual Rainfall (AAR) & 0.225925 & 22.59\% \\ Elevation (E) & 0.204567 & 20.46\% \\ Slope (S) & _0.180042_ & 18.0\% \\ Soil Type (ST) & _0.170703_ & 17.07\% \\ Flood Depth (FD) & _0.218763_ & 21.88\% \\ \hline
**Vulnerability Parameters** & & & \\ Gender Ratio (GR) & _0.091000_ & 9.1\% \\ Mean Age (MA) & _0.109068_ & 10.91\% \\ Average Income (AI) & _0.112351_ & 11.24\% \\ Number of PWD (NPWD) & _0.105474_ & 10.55\% \\ Highest Educational Attainment (HEA) & _0.088695_ & 8.87\% \\ \hline \hline \end{tabular}
\end{table} 
Table 8: Final weights and percentage weights of every parameter for hazard, vulnerability, and exposure. \begin{table}
\begin{tabular}{c c c c c c c c c c} \hline \hline  & **PD** & **LC** & **NH** & **Sum** & **Crit. Weights** \\ \hline
**PD** & 0.327369 & 0.287416 & 0.353462 & 0.968247 & 2.957665 \\
**LC** & 0.392224 & 0.344357 & 0.33367 & 1.070251 & 3.10797 \\
**NH** & 0.30404 & 0.338789 & 0.328274 & 0.971104 & 2.958207 \\  & & & & & & & \\  & & & & & & & \\  & & & & & & & \\  & & & & & & & & \\  & & & & & & & & \\  & & & & & & & & \\  & & & & & & & & \\  & &