Hydrogeological and hydrochemical condition in planned tunnel B route of the Yogyakarta-Bawen toll road

¹ Graduate Student in Underground Geological Structure, Department of Geological Engineering, Gadjah Mada University, 55281 Yogyakarta, Indonesia
² PT Hutama Karya (Persero), 13340 Jakarta, Indonesia
³ Department of Geological Engineering, Gadjah Mada University, 55281 Yogyakarta, Indonesia

^* Corresponding author: nuritsnaini@mail.ugm.ac.id

Abstract

The Yogyakarta-Bawen toll road tunnel, located in Magelang Regency, Central Java Province, is a national strategic project that connects Central Java and the Special Region of Yogyakarta. It has geology resulting from volcanic processes, resulting in rocks with moderate aquifer properties and low to moderate permeability. The study covers 24 observation points, with 11 locations sampling groundwater for chemical analysis. The analysis results of hydrochemical facies are Na-K-HCO3. Water table depth varies from 623 m to 704 m above sea level, with the water table along the tunnel route at depths of 13-40 m above mean sea level, generally above the tunnel’s elevation. The groundwater flow pattern tends to move from southeast to northwest, perpendicular to the tunnel’s direction. Groundwater quality testing indicates that water in the research area falls under the category of fresh groundwater, based on electrical conductivity and total dissolved solids values. The overall acidity level is generally acidic, except at specific points. In general, the interaction of groundwater with concrete results in weak erosion. It can be concluded that the groundwater at the research location is shallow, situated above the planned tunnel elevation, exhibits hydrochemical facies variations, and has the potential to weakly erode concrete.