Contribution of geophysics to geometric characterization of freshwater–saltwater interface in the Maâmoura region (NE Tunisia)
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The Maâmoura aquifer is located on the eastern coast of the Cap Bon peninsula. During recent decades, the agricultural exploitation of water has been strongly reinforced, causing an over-pumping of the groundwater resources accompanied by an intrusion of seawater. The geophysical approach based on electrical resistivity tomography has been adopted to obtain high-resolution electrical sections imaging, which allows delineatation of the areas characterized by a high salinization and reconstructs the geometry of the saline wedge front. In fact, the presence of seawater in the aquifers reduces subsurface resistivity values. In this study, five electrical profiles were performed using the Terrameter SAS4000 Lund Imaging System with an array of 64 electrodes. The Wenner configuration was used with a unit electrodes spacing of 5 m. Finally, we use hydrogeological data, and electrical resistivity tomography data superimposed with the location of wells to provide a conceptual framework for the understanding of the freshwater–saltwater interface in the Maâmoura region.
KeywordsSalinization Electrical resistivity tomography Freshwater–saltwater interface Maâmoura Tunisia
The salinization of coastal aquifers is a major hydrogeological risk affecting coastal or island regions, mainly those situated in the semi-arid area (Tunisia, Algeria, Morocco, Egypt, etc.) (Bouchaou et al. 2005; Zouhri et al. 2008; Paniconi et al. 2001; Kerrou 2008; Tarhouni et al. 2002; El Gayar and Hamed 2017; Hamed et al. 2018).
Previous studies dealing with the groundwater salinization process in the study area (Chekirbane et al. 2013; Lecca et al. 1998; Paniconi et al. 2001; Gaaloul and Cheng 2003; Kouzana et al. 2009; Gaaloul et al. 2012; Mekni and Souissi 2016) confirms the presence of seawater intrusion. But the limit between freshwater and saltwater has not been developed in these studies. For this purpose, electrical resistivity tomography is a particularly pertinent geophysical method since it provides valuable geological and structural information and a relatively precise geometry imagery of the seawater/freshwater interface (Zghibi et al. 2013; Kouzana et al. 2010).
The objective of this paper is to determinate precisely the limit between freshwater and saltwater and the geometry of seawater plume.
Quaternary deposits: formed by recent alluvia, limestone crusts, dune and recent beaches, Sebkhas deposits, dune cords, and soils; the dune cords are formed by a superposition of sandstones and limestones levels, the limestone crust is composed by a relatively thick carbonate crust covering almost all the coastal plateaus (Colleuil 1976; Ben Salem 1992).
Lower and middle Pliocene outcrops do not exist in the study area and the upper Pliocene is presented by “Grès de Hammamet” formation. These deposits are mainly composed by fine sand sometimes clayey and containing sandy levels. The Pliocene formations outcrop generally in the Maâmoura region (Ennabli 1980).
The Upper Miocene corresponds in its lower part to the “Beni Khiar” formation, and its upper part is formed by the “Oued El Bir” formation. The Beni Khiar formation outcrop in the Beni Khiar region and it is composed generally of sandstones, sands and a limestone level. This formation has a thickness less than 20 m. The Oued El Bir formation is presented by dominance of sandstones with intercalations of clayey and sandy levels, and showing a thickness of average 100 m (Ben Salem 1995).
The regional hydrogeology of the eastern coastal aquifer of Cap Bon has been studied by various previous researchers (Ennabli 1980; Paniconi et al. 2001; Kouzana et al. 2010; Zghibi et al. 2011) showing that the aquifer system is layered:
The first aquifer formed by Plio-Quaternary deposits and a second aquifer formed by Miocene deposits; the Plio-Quaternary detrital deposits of eroded products from Djebel Sidi Abderrahmen anticline and Dakhla syncline constitute a potential shallow aquifer. The marls of the Middle Miocene form the impermeable substratum of this aquifer (Ennabli 1980; Paniconi et al. 2001; Kouzana et al. 2010; Zghibi et al. 2011).
The Miocene aquifer is formed by sandstone bars with different thickness and lateral variation, this aquifer have a considerable water resources (Zghibi et al. 2011).
The pumped waters of Quaternary aquifers have been used generally in the field of agriculture since the 1960s. Because of the strong exploitation of the aquifer, this reached 135% in 2004 (Paniconi et al. 2001; Zghibi et al. 2011). The seawater began to penetrate into coastal land. As a result, several geophysical and geochemical studies have highlighted the invasion of seawater in coastal areas (Kouzana et al. 2009, 2010; Chekirbane et al. 2013; Zghibi et al. 2013).
Material and method
ERT and IP methods are electrical techniques that provide detailed information of the subsurface resistivity and induced polarization distribution. Electrical resistivity tomography (ERT) is a geophysical approach based on resistivity contrast, used to determine earth resistivity distribution on the sub-surface. Because of the large electrical resistivity contrast between seawater (0.2 Ωm) (Nowroozi et al. 1999) and freshwater (> 10 Ωm); resistivity methods make it possible to map the subsurface groundwater salinity distribution (Maillet et al. 2005; Batayneh 2006; Martinez et al. 2009; Mario et al. 2011; Zarroca et al. 2011; Rey et al. 2013; Werner et al. 2013; Eissa et al. 2016; Kazakis et al. 2016; Goebel et al. 2017; Najib et al. 2017).
The induced polarization (IP) is an electrical method, which measures chargeability by the voltage decay over a specified time interval after the removal of the artificial current. The voltage does not return to zero instantaneously and decays slowly, indicating that charge has been stored in the rocks. In simple terms, the IP effect reflects the degree to which the rock/soil can store electric charge when an electric current passes through it in a manner analogous to a leak capacitor (Dobrin Lise 1998; Kiberu, 2002; Martinez-Moreno et al. 2013; Chabaane et al. 2017a; Besser et al. 2017; Tkachev et al. 2017).
The resolution of 2D profiles depends on arrays used, as well as spacing between electrodes placed on the ground. Several configurations are available for the electrodes arrays such as Schlumberger, Wenner, dipole–dipole or pole–dipole. Each protocol has its own characteristics in terms of depth of investigation, lateral and vertical resolution, horizontal coverage or signal length (Dahlin and Loke 1998). The Wenner array was used, due to its stronger signal-to-noise ratio and its high resolution on detecting salt water plume (Mcinnis et al. 2013; Sauret et al. 2015; Redhaounia et al. 2016; Chabaane et al. 2017b). In this study, the electrode spacing was set as 5 m, and 32 electrodes were used for ERT 1, ERT 2 and ERT 5 and 48 electrodes for ERT 3 and ERT 4.
ERT data were processed using the inverse modeling program RES2DINV (Geotomo Software) (Loke and Barker 1996) to provide estimates of the two-dimensional spatial distribution of resistivity along the survey profile. The inversion algorithm is based on the standard smoothness-constrained least-squares inversion algorithm (Gauss–Newton method) (De Groot-Hedlin and Constable, 1990; Sasaki, 1992). The 2D inversion results were obtained with a RMS error less than 3% and a number of iteration which various from three to six iterations, the low RMS values reflects the high data quality. Topography was not corrected because of the flatness of the study area.
The geophysical interpretation is described and discussed using the results obtained at the two sites, the geological data and data from deep wells.
In the first site, ERT 1, ERT 2, IP 1 and IP 2 profiles show the response of the coastal dunes to the subsurface, and that these sands are encroached by seawater.
Overall, by comparing the results of the two studied sites, the profiles made near the Maâmoura city show a dominance of saltwater plumes and, therefore, a high contamination by seawater. In the second site seawater, freshwater and transition zones are found. In addition to the overexploitation of the groundwater, the extrados faults also affect the fractured “pop-up” structure of Korba (Adouani and Aissaoui 2003) and have created zones of weakness allowing canalizing seawater.
Conclusions and perspectives
In this study, use of the electrical resistivity tomography (ERT) provides new knowledge of freshwater and saltwater in the El Maâmoura Region.
The results of the study show that the high resolution and sensitivity to the gradient separating are very much controlled by the spatial distribution of the freshwater and saltwater of the seawater intrusion. The compilation of the geological and geo-electrical methods (ERT and IP) provided greater confidence in the inferred results.
In the sector, combining of hydrogeological and geo-electrical investigation (ERT and IP) provides valuable information of the studied sites, the distribution and architecture of seawater and freshwater plumes, and the determination of the contact between these plumes.
Finally, it is thought that further studies (electromagnetic, microgravity and ERT) are required to detect and understand the most affected areas by seawater intrusion in the NE Tunisia.
The research was supported by Water Researches and Technologies Center Borj-Cedria (CERTE, Tunisia). Gratitude is also addressed to reviewers for their criticism and suggestions conducting to the implementation and improvement of the final version of the manuscript.
Compliance with ethical standards
Conflict of interest
We declare that there are no conflicts of interest associated with this manuscript.
- Adouani F, Aissaoui S (2003) Chronologie des évènements tectoniques et implication pétrolière dans la région cap-bon Grombalia. In: 1ère Journée des Jeunes GéologueGoogle Scholar
- Batayneh A (2006) Use of electrical resistivity methods for detecting subsurface fresh and saline water and delineating their interfacial configuration: a case study of the eastern dead sea coastal aquifers. Jordan J Hydrogeol 14:1277–1283. https://doi.org/10.1007/s10040-006-0034-3 CrossRefGoogle Scholar
- Ben Alaya A, Chkirbene A, Jallali S, Harbaoui K, Tarhouni J (2009) Evaluation de la qualité des eaux de la nappe de la côte orientale du Cap-Bon en Tunisie. Symposium international « agriculture durable en région méditerranéenne (AGDUMED). Rabat, Maroc, pp 1–9Google Scholar
- Ben Salem H (1992) Contribution à la connaissance de la géologie du Cap Bon: stratigraphie, tectonique et sédimentologie. Thesis (PhD), Faculty of Sciences of Tunis, TunisiaGoogle Scholar
- Ben Salem H (1995) Notice explicative de la carte géologique de la Tunisie à 1/50.000 Nabeul-Hammamet Feuille n 30&37, 32 pGoogle Scholar
- Besser H, Mokadem N, Redhouania B, Rhimi N, Khlifi F, Ayadi Y, Omar Z, Bouajila A (2017) Hamed Y (2017) GIS-based evaluation of groundwater quality and estimation of soil salinization and land degradation risks in an arid Mediterranean site (SW Tunisia). Arab J Geosci 10:350. https://doi.org/10.1007/s12517-017-3148-0 CrossRefGoogle Scholar
- Bouchaou L, Hsissou Y, Krimissa M, Krimissa S, Mudry J (2005) 2H and 18O isotopic study of ground waters under a semi-arid climate. In: Lichtfouse E, Schwarzbauer J, Robert D (eds) Environmental geochemistry, green chemistry and pollutants in ecosystems. Springer XXVI, New York, pp 57–64Google Scholar
- Chabaane A, Redhaounia B, Gabtni H, Amiri A (2017b) Contribution of geophysics to geometric characterization freshwater–saltwater interface in the Maâmoura region. (NE Tunisia). P38Google Scholar
- Colleuil B (1976) Étude stratigraphique et néotectonique des formations néogènes et quaternaires de la région Nabeul–Hammamet (Cap Bon, Tunisie). Thesis (PhD), University of Nice, FranceGoogle Scholar
- Dobrin Lise M (1998) The morphological reality of phonological form. In: Booij, Geert, van Marle, Jaap (Eds.), Yearbook of Morphology, p 59–68Google Scholar
- Ennabli M (1980) Étude hydrogéologique des aquifères du Nord-Est de la Tunisie pour une gestion intégrée des ressources en eau. Thesis (PhD), University of Nice, FranceGoogle Scholar
- Fadili A, Mehdi K, Riss J, Najib S, Makan A, Boutayab K (2015) Evaluation of groundwater mineralization processes and seawater intrusion extension in the coastal aquifer of Oualidia, Morocco: hydrochemical and geophysical approach. Arab J Geosci. https://doi.org/10.1007/s12517-015-1808-5 CrossRefGoogle Scholar
- Ferrara V, Pappalardo G (2004) Intensive exploitation effects on alluvial aquifer of the Catania plain, eastern Sicily, Italy. Geofisica Int 43:671–681Google Scholar
- Gaaloul N, Cheng AH (2003) Hydrogeological and Hydrochemical Investigation of Coastal Aquifers in Tunisia—Crisis in Overexploitation and Salinization. In: Second International Conference on Saltwater Intrusion and Coastal Aquifers (p. 13)Google Scholar
- Gaaloul N, Pliakas F, Kallioras A, Schuth C, Marinos P (2012) Simulation of seawater intrusion in coastal aquifers : forty five-years exploitation in an eastern coast aquifer in NE Tunisia, p 31–44Google Scholar
- Kazakis N, Pavlou A, Vargemezis G, Voudouris KS, Soulios G, Pliakas F, Tsokas G (2016) Seawater intrusion mapping using electrical resistivity tomography and hydrochemical data. An application in the coastal area of eastern Thermaikos Gulf, Greece. Sci Total Environ 543:373–387CrossRefGoogle Scholar
- Kerrou J (2008) Deterministic and probabilistic numerical modeling towards sustainable groundwater management: application to seawater intrusion in the Korba aquifer (Tunisia). Centre of Hydrogeology of the University of Neuchâtel, Stochastic hydrogeology Group. PhD Thesis, p 181Google Scholar
- Kiberu J (2002) Induced polarization and resistivity measurements on a suite of near surface soil samples and their empirical relationship to selected measured engineering parameters, Thesis for the degree in Master of Science in. Appl Geophys. 19–31Google Scholar
- Lecca G, Khlaifi I, Tarhouni J, Paniconi C (1998) Modeling seawater intrusion in the Korba aquifer (Tunisia). Trans Ecol Environ 17:209–217Google Scholar
- Martinez J, Benavente J, Garcia-Arostegui JL, Hidalgo MC, Rey J (2009) Contribution of electrical resistivity tomography to the study of detrital aquifers affected by seawater intrusion—extrusion effects: the river Vélez delta (Vélez-Málaga, southern Spain). Eng Geol 108:161–168CrossRefGoogle Scholar
- Martinez-Moreno FJ, Pedrera A, Ruano P, Galindo-Zaldivar J, Martos-Rosillo S, Gonzalez-Castillo L, Sanchez-Ubeda JP, Marin-Lechado C (2013) Combined microgravity, electrical resistivity tomography and induced polarization to detect deeply buried caves: algaidilla cave (Southern Spain). Eng Geol 162:67–78CrossRefGoogle Scholar
- Mekni A, Souissi A (2016) The effectiveness of artificial recharge by treated wastewater in combating seawater intrusion—The case study of Korba-El Mida aquifer (Cape Bon, Tunisia). IJIAS 15(2):264–274Google Scholar
- Omrane MN (2008) Eau, population et usage de l’eau potable dans le Cap-Bon- Approche cartographique et dynamique. Dynamiques Territoriales et développement dans le Gouvernorat de Nabeul. Unité de Recherche et Développement. Conseil Régional du Gouvernorat de Nabeul, Tunisia, pp 1–64Google Scholar
- Rey J, Martínez J, Barberá GG, García-Aróstegui JL, García-Pintado J, Martínez-Vicente D (2013) Geophysical characterization of the complex dynamics of groundwater and seawater exchange in a highly stressed aquifer system linked to a coastal lagoon (SE Spain). Environ Earth Sci 70:2271–2282CrossRefGoogle Scholar
- Sasaki K (1992) Two new and two resurrected species of the sciaenid genus Johnius (Johnius) from the West Pacific. Jap J Ichthyol 39(3):191–199Google Scholar
- Tarhouni J, Jemai S, Walraevens K, Rekaya M (2000) Caractérisation de l’aquifère côtier de Korba au Cap-Bon (Tunisie). In: K. Walraevens (ed), Development of Water Resource Management Tools for Problems of Sea Water Intrusion and Contamination of Fresh-Water Resources in Coastal Aquifers. SWIMCA, EC Initiative AVICENNA AVI-CT95-73, Tunisia, p 11–27Google Scholar
- Tarhouni J, Khlafii I, Ben Alaya A, Paniconi C (2002) Integration Method of GIS and model KODESA-3D for studying transport problem in Korba Aquifer. In: Proceedings of international symposium on environmental pollution control and waste management. Tunis (EPCOWM 2002), p 497–50Google Scholar
- Zghibi A, Merzougui A, Zouhri L, Tarhouni J (2013) Interaction between groundwater and seawater in the coastal aquifer of Cap-Bon in the semi-arid systems (north-east of Tunisia). Carbonates Evaporites 87:18Google Scholar
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