Hydrogeological Study in Paraguay
1. Introduction
The baseline study, after exhaustive analysis, will be used to achieve uptake groundwater.
The instrument for the work is WDDS-1 digital DC resistivity meter.
2. Location
SEV 01. UTM Coordinates: X: 0697014, Y: 7086030
SEV 02. UTM Coordinates: X: 0693951, Y: 7090602
The deep well is in the UTM coordinate: X: 696352 - Y: 7086430
3. Field Work
3.1 Electrical Sounding of SEV1
UTM Coordinates: X: 0697014, Y: 7086030
3.2 Electrical Sounding of SEV2
UTM Coordinates: X: 0693951, Y: 7090602
4. Geoelectrical Model of Frutika
5. Conclusion
The information obtained through desk study, the vertical electrical soundings made field work were processed in previous exposures to try to draw conclusions, as accurately as possible, hydro geological conditions of the study area, to do strata division.
Ø Clay loam soil: the maximum thickness is 37.1 m, the minimum thickness is 21.5 m, average of clay loam oil is about 28m;
Ø Basalt: thickness is about 1130~1140m;
Ø Sandstone: under basalt.
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