Research Article
Aquifer Vulnerability: Its Protection and Management—A Case Study in Pangkalpinang City, Indonesia
Table 10
Resume SINTACS processing.
| | | Weight | Classes | Rating | VES point no. |
| | S | Soggiacenza (depth of water) | 5 | 7.7 | 6 | 01 & 02 | | 7.6 | 6.2 | 03 & 05 | | 7.5 | 6.4 | 04 | | 6.8 | 6.6 | 06 | | 4.3 | 7.2 | 07 & 08 |
| | I | Infiltrazione efficace (effective infiltration) | 4 | 215 | 8.4 | 05 | | 232 | 8.6 | 06 | | 271 | 9 | 04 | | 272 | 9 | 03 | | 296 | 9.2 | 07 & 08 | | 334.9 | 8.8 | 01 & 02 |
| | N | Unsaturated (vadose zones) | 5 | Igneous/metamorphic | 4 | 01 & 07 | | Sandstone | 6.5 | 02, 03, & 06 | | Alluvial | 7.5 | 04, 05, & 08 |
| | T | Type of coverage (soil cover) | 3 | Silty clay loam | 3.5 | 01, 02, & 03 | | Sandy loam | 6.5 | 04, 05, 06, 07, & 08 |
| | A | Acquifero (aquifer) | 3 | Fissure metamorphic | 3.5 | 01 & 07 | | Sandstone | 6.5 | 02, 03, 06 | | Coarse alluvial deposits | 8.5 | 04, 05, 08 |
| | C | Hydraulic conductivity | 3 | 2.4-09 m/s | 0.2 | 01 & 07 | | 1.2-07 m/s | 1 | 02 & 03 | | 1.1-05 m/s | 3.5 | 04, 05, 06, & 08 |
| | S | Superficie topografica (slope of topographic surface) | 3 | 2 | 10 | 01 & 02 | | 6 | 8 | 03, 04, 07, & 08 | | 12 | 6 | 05 & 06 |
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