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Annexure 1
Table a. Weights based on AHP for BAU
Factors |
BAU |
Eigen Vector of Weight |
|||||||
BS |
KP |
MA |
RA |
RO |
SI |
SL |
|||
Bus Stops (BS) |
1 |
0.02 |
|||||||
KIDAB Plots (KP) |
9 |
1 |
0.32 |
||||||
Mining Areas (MA) |
3 |
1/3 |
1 |
0.06 |
|||||
Railway (RA) |
5 |
1/3 |
3 |
1 |
0.10 |
||||
Roads (RO) |
9 |
1/3 |
3 |
1 |
1 |
0.15 |
|||
SEIAA Industries (SI) |
7 |
1/3 |
3 |
3 |
3 |
1 |
0.23 |
||
Slope (SL) |
7 |
1/3 |
3 |
3 |
1/3 |
1/3 |
1 |
0.12 |
|
Less Important |
Equal |
More Important |
CR: 0.09 |
||||||
Extremely |
Very Strongly |
Strongly |
Moderate |
Moderate |
Strongly |
Very Strongly |
Extremely |
Status: Acceptable (Standard <=0.1) |
|
1/9 |
1/7 |
1/5 |
1/3 |
1 |
3 |
5 |
7 |
9 |
Table b. Weights based on AHP for ALT
Factors |
ALT |
Eigen Vector of Weight |
|||||||
BS |
KP |
MA |
RA |
RO |
SI |
SL |
PP |
||
Bus Stops (BS) |
1 |
0.02 |
|||||||
KIDAB Plots (KP) |
9 |
1 |
0.22 |
||||||
Mining Areas (MA) |
3 |
1/7 |
1 |
0.04 |
|||||
Railway (RA) |
5 |
1/5 |
1 |
1 |
0.07 |
||||
Roads (RO) |
7 |
1/3 |
3 |
3 |
1 |
0.17 |
|||
SEIAA Industries (SI) |
5 |
1/3 |
3 |
3 |
1/3 |
1 |
0.11 |
||
Slope (SL) |
3 |
1/3 |
3 |
1/3 |
1/3 |
1/3 |
1 |
0.06 |
|
PP |
7 |
3 |
5 |
3 |
3 |
3 |
3 |
1 |
0.30 |
Less Important |
Equal |
More Important |
CR: 0.08 |
||||||
Extremely |
Very Strongly |
Strongly |
Moderate |
Moderate |
Strongly |
Very Strongly |
Extremely |
Status: Acceptable (Standard <=0.1) |
|
1/9 |
1/7 |
1/5 |
1/3 |
1 |
3 |
5 |
7 |
9 |
Table c. Weights based on AHP for RFP
Factors |
RFP |
||||||||
BS |
KP |
MA |
RA |
RO |
SI |
SL |
U19 |
Eigen Vector of Weight |
|
Bus Stops (BS) |
1 |
0.02 |
|||||||
KIDAB Plots (KP) |
9 |
1 |
0.28 |
||||||
Mining Areas (MA) |
3 |
1/7 |
1 |
0.05 |
|||||
Railway (RA) |
5 |
1/5 |
1 |
1 |
0.12 |
||||
Roads (RO) |
7 |
1/3 |
3 |
3 |
1 |
0.25 |
|||
SEIAA Industries (SI) |
5 |
1/3 |
3 |
1 |
1/3 |
1 |
0.10 |
||
Slope (SL) |
3 |
1/3 |
3 |
1/3 |
1/3 |
1/3 |
1 |
0.06 |
|
Urban_2019 (U19) |
5 |
1/3 |
3 |
1/3 |
1/5 |
3 |
3 |
1 |
0.12 |
Less Important |
Equal |
More Important |
CR: 0.10 |
||||||
Extremely |
Very Strongly |
Strongly |
Moderate |
Moderate |
Strongly |
Very Strongly |
Extremely |
Status: Acceptable (Standard <=0.1) |
|
1/9 |
1/7 |
1/5 |
1/3 |
1 |
3 |
5 |
7 |
9 |
Table d. Weights based on AHP for AF
Factors |
AF |
||||||||
BS |
KP |
MA |
RA |
RO |
SI |
SL |
PL |
Eigen Vector of Weight |
|
Bus Stops (BS) |
1 |
0.02 |
|||||||
KIDAB Plots (KP) |
7 |
1 |
0.27 |
||||||
Mining Areas (MA) |
3 |
1/7 |
1 |
0.05 |
|||||
Railway (RA) |
5 |
1/5 |
1 |
1 |
0.06 |
||||
Roads (RO) |
7 |
1 |
3 |
3 |
1 |
0.27 |
|||
SEIAA Industries (SI) |
5 |
1/3 |
3 |
3 |
1/3 |
1 |
0.11 |
||
Slope (SL) |
3 |
1/3 |
3 |
1 |
1/3 |
1/3 |
1 |
0.07 |
|
Plantations (PL) |
5 |
1/3 |
3 |
3 |
1/5 |
3 |
3 |
1 |
0.15 |
Less Important |
Equal |
More Important |
Consistency Ratio: 0.07 |
||||||
Extremely |
Very Strongly |
Strongly |
Moderate |
Moderate |
Strongly |
Very Strongly |
Extremely |
Status: Acceptable (Standard <=0.1) |
|
1/9 |
1/7 |
1/5 |
1/3 |
1 |
3 |
5 |
7 |
9 |
Table e. Weights based on AHP for SDP
Factors |
SDP |
||||||||
BS |
KP |
MA |
RA |
RO |
SI |
PP |
PL |
Eigen Vector of Weight |
|
Bus Stops (BS) |
1 |
0.02 |
|||||||
KIDAB Plots (KP) |
7 |
1 |
0.22 |
||||||
Mining Areas (MA) |
3 |
1/7 |
1 |
0.04 |
|||||
Railway (RA) |
5 |
1/7 |
1 |
1 |
0.05 |
||||
Roads (RO) |
7 |
1 |
3 |
3 |
1 |
0.18 |
|||
SEIAA Industries (SI) |
7 |
1/3 |
3 |
3 |
1/3 |
1 |
0.12 |
||
Proposed Projects (PP) |
3 |
1/3 |
3 |
3 |
1/3 |
1/3 |
1 |
0.10 |
|
Plantations (PL) |
7 |
3 |
5 |
5 |
3 |
3 |
1 |
1 |
0.28 |
Less Important |
Equal |
More Important |
Consistency Ratio : 0.09 |
||||||
Extremely |
Very Strongly |
Strongly |
Moderate |
Moderate |
Strongly |
Very Strongly |
Extremely |
Status: Acceptable (Satndard <=0.1) |
|
1/9 |
1/7 |
1/5 |
1/3 |
1 |
3 |
5 |
7 |
9 |