Research Article
Regional Groundwater Quality Management through Hydrogeological Modeling in LCC, West Faisalabad, Pakistan
Table 1
Lithological data of all layers.
| Subsurface layers | (m/day) | % area | (m/day) | % area | Specific storage (m−1) | % area | Specific yield | % area |
| (Layer 1) | 1–15 | 20 | >0-1 | 80 | | 40 | 0.05–0.013 | 15 | 15–70 | 60 | 1–5 | 10 | | 25 | 0.013–0.17 | 60 | 70–160 | 20 | 5–15 | 10 | | 35 | 0.17–0.25 | 25 |
| (Layer 2) | 1–70 | 10 | >0–2 | 50 | | 5 | 0.05–0.15 | 10 | 70–100 | 80 | 4–10 | 25 | | 15 | 0.2–0.25 | 80 | 100–165 | 10 | 10–15 | 25 | | 80 | 0.15–0.2 | 10 |
| (Layer 3) | 20–80 | 20 | >0–2 | 50 | | 5 | — | — | 80–120 | 30 | 4–10 | 25 | | 15 | — | — | 120–265 | 20 | 10–15 | 25 | | 80 | — | — |
| (Layer 4) | 20–80 | 20 | >0–2 | 50 | | 5 | — | — | 80–120 | 30 | 4–10 | 25 | | 15 | — | — | 120–265 | 20 | 10–15 | 25 | | 80 | — | — |
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: horizontal hydraulic conductivity. : vertical hydraulic conductivity.
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