Table 3 Pairwise comparison matrix.

From: Delineation of suitable sites for groundwater recharge based on groundwater potential with RS, GIS, and AHP approach for Mand catchment of Mahanadi Basin

Criteria

ST

GMY

GY

DD

R

LM

S

C

LULC

ST

1.00

0.33

0.25

3.00

6.00

0.50

4.00

5.00

2.00

GMY

3.00

1.00

0.50

5.00

8.00

2.00

6.00

7.00

4.00

GY

4.00

2.00

1.00

6.00

9.00

3.00

7.00

8.00

5.00

DD

0.33

0.20

0.17

1.00

4.00

0.25

2.00

3.00

0.50

R

0.17

0.13

0.11

0.25

1.00

0.14

0.33

0.50

0.20

LM

2.00

0.50

0.33

4.00

7.00

1.00

5.00

6.00

3.00

S

0.25

0.17

0.14

0.50

3.00

0.20

1.00

2.00

0.33

C

0.20

0.14

0.13

0.33

2.00

0.17

0.50

1.00

0.25

LULC

0.50

0.25

0.20

2.00

5.00

0.33

3.00

4.00

1.00