Abstract

Groundwater availability, management and protection are great challenges for the sustainability of groundwater resources in the scattered rural areas of the Atlantic regions of Europe where groundwater is the only option for water supply. This report presents a hydrogeological study of the coastal granitic area of Oia in northwestern Spain, which has unique geomorphological and hydrogeological features with steep slopes favoring the erosion of the weathered granite. The hydrogeological conceptual model of the study area includes: (1) the regolith layer, which is present only in the flat summit of the mountains; (2) the slope debris and the colluvial deposits, which are present in the intermediate and lowest parts of the hillside; (3) the marine terrace; and (4) the underlying fractured granite. Groundwater recharge from rainfall infiltration varies spatially due to variations in terrain slope, geology and land use. The mean annual recharge estimated with a hydrological water balance model ranges from 75 mm in the steepest zone to 135 mm in the lowest flat areas. Groundwater flows mostly through the regolith and the detrital formations, which have the largest hydraulic conductivities. Groundwater discharges in seepage areas, springs, along the main creeks and into the sea. The conceptual hydrogeological model has been implemented in a groundwater flow model, which later has been used to select the best pumping scenario. Model results show that the future water needs for domestic and tourist water supply can be safely provided with eight pumping wells with a maximum pumping rate of 700 m3/day.

Highlights

  • Well failure and low well yields (˂20 m3/day) are common in hard rocks aquifers (Taylor and Howard 2000; Courtois et al 2009)

  • Water accumulates in the regolith and flows through this layer towards the hillside, where fractured granite outcrops (Fig. 2)

  • A hydrogeological study of a coastal granitic area having unique geomorphological and hydrogeological features with steep slopes favoring the erosion of the weathered granite, has been presented

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Summary

Introduction

Well failure and low well yields (˂20 m3/day) are common in hard rocks aquifers (Taylor and Howard 2000; Courtois et al 2009). The pumping rates in wells 3 and 4 near Lavandeira Creek are estimated to be equal to 150 and 90 m3/day, respectively. A hydrological water balance model was performed to evaluate the groundwater resources in the study area.

Results
Conclusion
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