From: DRASTIC, GOD, and SI approaches for assessing groundwater vulnerability to pollution: a review
 | Parameter | Class | Rating | P-DRASTIC weight | DRASTIC index weight | SI weight |
---|---|---|---|---|---|---|
D | The depth to water table (m) | 0–1.5 | 10 | 5 | 5 | 0.186 |
1.5–3 | 9 | |||||
3–4.5 | 8 | |||||
4.5–9 | 7 | |||||
9–15 | 5 | |||||
15–22.5 | 3 | |||||
22.5–30 | 2 | |||||
Up to 30 | 1 | |||||
R | Net recharge (mm) |  > 250 | 9 | 4 | 4 | 0.212 |
180–250 | 8 | |||||
100–180 | 6 | |||||
50–100 | 3 | |||||
0–50 | 1 | |||||
A | Aquifer media | Karst limestone | 10 | 3 | 3 | 0.259 |
Basalt | 9 | |||||
Sand and gravel | 8 | |||||
Massive sandstone and limestone | 7 | |||||
Bedded sandstone and limestone | 6 | |||||
Glacial | 5 | |||||
Weathered metamorphic/igneous | 4 | |||||
Metamorphic/igneous | 3 | |||||
Massive shale | 2 | |||||
S | Soil media | Thin or absent, gravel | 10 | 5 | 2 | – |
Sandstone and volcanic | 9 | |||||
Peat | 8 | |||||
Shrinking/aggregate clay/alluvium | 7 | |||||
Sand loam, schist, sand, karst volcanic | 6 | |||||
Loam | 5 | |||||
Silty loam | 4 | |||||
Clay loam | 3 | |||||
Muckacid, granitoid | 2 | |||||
Non-shrink and nonaggregate clay | 1 | |||||
T | Topography (slope) (%) | 0–2 | 10 | 3 | 1 | 0.121 |
2–3 | 9 | |||||
3–4 | 8 | |||||
4–5 | 7 | |||||
5–6 | 6 | |||||
6–10 | 5 | |||||
10–12 | 4 | |||||
12–16 | 3 | |||||
16–18 | 2 | |||||
 > 18 | 1 | |||||
I | Impact of the unsaturated zone | Karst limestone | 10 | 4 | 5 | – |
Basalt | 9 | |||||
Sand and gravel | 8 | |||||
Gravel, sand | 7 | |||||
Limestone, gravel, sand clay | 6 | |||||
Sandy silt | 5 | |||||
Metamorphic gravel and sandstone | 4 | |||||
Shale, silt, and clay | 3 | |||||
Silt clay | 2 | |||||
Confining layer, granite | 1 | |||||
C | Hydraulic conductivity | \(>6.5{e}^{-4}\) | 10 | 2 | 3 | – |
\(5{e}^{-4}-9.5{e}^{-4}\) | 8 | |||||
\(33{e}^{-5}-5{e}^{-4}\) | 6 | |||||
\(15{e}^{-5}-33{e}^{-5}\) | 4 | |||||
\(5{e}^{-5}-15{e}^{-5}\) | 2 | |||||
\(1.5{e}^{-7}-5{e}^{-5}\) | 1 | |||||
LU | Land use | – | – | – | – | 0.222 |