Introduction

Ion exchange represents, together with the dissolution and alteration of minerals, one of the main processes which condition the hydrochemistry of groundwater flow (Hem 1985; Appelo and Postma 2005). In general, the surface of minerals constituting the sediments of an aquifer—especially, the clay fraction—carry negative charges, which adsorb the cations dissolved in the water. Changes in the chemical composition of water alter the equilibrium between the adsorbent phase and the solution phase, causing the adsorbed cations to be replaced by the new cations present in the water.

Numerous contributions highlight the significance of ion exchange in the chemical evolution of groundwater. A typical example of base exchange takes place in coastal aquifers affected by saltwater intrusion. The Na+ from seawater replaces the Ca2+ and Mg2+ adsorbed in the solid phase of the aquifer, producing in the mixing zone an enrichment in Ca2+ and Mg2+ (Nadler et al. 1980; Magaritz and Luzier 1985; Martínez and Bocanegra 2002; Kim et al. 2004; Rajmohan et al. 2009). This type of process may also occur when deep Na–Cl waters flow through aquifers with exchangeable Ca2+ (Morgan and Jankowski 2004) or when sodium waters are used to irrigate areas with exchangeable Ca2+ and Mg2+ in their soils, causing the salinization of agriculturally productive lands (Gaofeng et al. 2009; Fantong et al. 2009).

Reverse ion exchange occurs when calcium waters flow through aquifers with exchangeable Na+-loaded clays, generating in this case an evolution from Ca–HCO3 type waters in the recharge area to Na–HCO3 type waters towards the discharge area (Coetsiers and Walraevens 2006; Nagaraju et al. 2006; Fantong et al. 2009).

In the Pampean plain, which extends over approximately 1,500,000 km2 in Argentina (Fig. 1), the phreatic aquifer constitutes an important source of water supply for the inhabitants of the area, as well as for agricultural and livestock farming. This aquifer is essentially composed of sandy silt sediments of eolian origin, known as the Pampean loess (loess Pampeano) (Teruggi 1957). The natural chemical quality of the water exhibits significant areal variations, as local hydrochemical behaviors associated with the groundwater flow, climatic conditions, and geomorphological variations can be identified (Bonorino et al. 2001; Quiroz Londoño et al. 2008).

Fig. 1
figure 1

Location of the study area, sampling points and geological and groundwater flow map. Circles indicate sampling points in recharge areas; triangles indicate local discharge areas. Dark grey area shows post-Pampean sediment outcrops, whereas the lighter area shows the Pampean loess

The objective of this work was to assess the significance of the cation exchange processes in the hydrochemical evolution of this phreatic aquifer, based on a study case located in the middle and upper basin of the El Pescado creek in the Buenos Aires province, Argentina.

Study area

The middle and upper basin of the El Pescado creek, which extends over a surface of approximately 400 km2, is situated in the northeast of the Buenos Aires province (Fig. 1). It is a plain drainage basin which has its sources to the south of the city of La Plata and flows into the Río de la Plata, with elevations ranging from 5 to 28 m asl. Two basic morphological features can be distinguished: the interfluvial area and the flood plain. In the interfluvial area, agricultural and livestock farming activities generally predominate, whereas in the flood plain this activity is relatively restricted. In this basin, the natural hydrological conditions are generally maintained, from both a hydraulic and a chemical point of view.

The climate is humid temperate with a mean annual rainfall of 1,060 mm. Actual evapotranspiration, obtained from the water balance at soil level (Thornthwaite and Mather 1955), is 783 mm/year, with an estimated river runoff of 53 mm/year and an infiltration of 224 mm/year (Laurencena et al. 2005).

From a lithological perspective, the plains display homogeneous characteristics and it is possible to differentiate the sediments of the Pampean loess (Pleistocene) and the post-Pampean ones (Holocene) (Fig. 1).

The water table is located in the Pampean loess and post-Pampean sediments. The Pampean loess, which has a thickness in the order of 50 m, is composed of silt and sandy silt of eolian origin containing plagioclase, volcanic glass, and calcareous carbonates. The post-Pampean sediments, of fluvial estuarine or marine origin, are constituted by clayey silt and clay (illite and smectite) and have a thickness of up to 5 m.

The Pampean loess is underlain by sandy sediments of fluvial origin, known as the Arenas Puelches (Puelches sands), with a thickness of 20 m; it constitutes a highly productive low salinity semi-confined aquifer. The Pampean loess and the Arenas Puelches are separated by a clayey layer with a thickness that may reach 10 m, which determines the hydraulic interrelationship between the aquifers.

The El Pescado creek exhibits its effluent behavior with respect to the water table practically along its entire course (Fig. 1). The interfluvial area is predominantly a recharge zone, with a water table depth which varies between 5 and 15 m below ground surface (bgs). Local groundwater flows towards the flood plain, where water table depths vary between 1 and 2 m bgs, with the discharge taking place in the watercourse. The regional groundwater flows in a north-eastward direction and hydraulic gradients vary between 1.8 and 0.5 m/km (Kruse et al. 2003). There is no intensive local exploitation of the groundwater system in this basin.

In the interfluvial recharge zone, there is a downward vertical flow from the phreatic aquifer to the semi-confined aquifer, as well as lateral flow within the phreatic aquifer. In the discharge areas, i.e., in the flood plain, the hydrogeological and hydraulic conditions rule out the possibility of upward vertical flow from the semi-confined to the phreatic aquifer. Therefore, the phreatic aquifer is the upper portion of a multilayer groundwater system (Sala and Auge 1973), which is recharged by the infiltration of the water balance surplus.

Methodology

The hydrochemical data, which were derived from sampling a groundwater-monitoring network, established in the study area, were interpreted (Fig. 1).

In the water samples, pH, conductivity, calcium, magnesium, sodium, potassium, chloride, sulphate, carbonate and bicarbonate were determined. The collection, preservation, and chemical analysis of the water samples were carried out according to the methods recommended by the American Public Health Association (APHA 1998). Sodium (Na+) and potassium (K+) were determined by means of flame photometry. Hardness as calcium carbonate (CaCO3), calcium (Ca2+), carbonate (CO3 2−), bicarbonate (HCO3 ) and chloride (Cl) were estimated by volumetric methods. Magnesium (Mg2+) was calculated from the levels of total hardness and calcium, whereas sulphate (SO4 2−) was measured by nephelometry. Electric conductivity and pH were determined in the field immediately after the collection of the sample using a portable equipment.

Results concerning major-ion concentrations were analyzed by means of hydrochemical charts and hydrogeochemical modeling using the NETPATH software (Plummer et al. 1991). The determination of soluble ionic species and saturation indices (SI) was carried out by means of the PHREEQC software (Parkhurst and Appelo 1999).

Results

Phreatic water is characterized by its low salt content with frequent conductivity values below 1,200 μS/cm (Table 1). In the recharge areas, water is Ca–HCO3 type (Fig. 2), with HCO3 and Ca2+ contents varying from 476 to 659 mg/L and from 46 to 106 mg/L, respectively (Table 1). In the local discharge areas, water is Na–HCO3 type (Fig. 2) with HCO3 concentration ranging from 494 to 738 mg/L, whereas Na+ concentration varies between 134 and 289 mg/L (Table 1). The Cl and SO4 2− contents are low in both areas, with frequent values below 70 mg/L. The Mg2+ content varies between 28 and 51 mg/L in the recharge area, and between 9 and 41 mg/L in the discharge area; whereas the concentrations of K+ are low in both areas, usually below 13 mg/L (Table 1).

Table 1 Hydrochemical data from groundwater
Fig. 2
figure 2

Piper diagram for groundwater samples. Symbols as in Fig. 1

A pH increase from 7.3 to 8.1 can be observed from the recharge areas towards the local discharge areas. The contents of HCO3 do not vary significantly when pH increases, whereas Ca2+ decreases (Fig. 3a, b). An excess of HCO3 with respect to Ca2+ can be observed, with all the samples lying below the 1:1 line in the graph of Ca2+ versus HCO3 (Fig. 3d).

Fig. 3
figure 3

Hydrochemical relationships between selected ions. Symbols as in Fig. 1

The Na+/Cl ratio decreases from 14.8 to 1.0 as the content of Ca2+ increases (Fig. 3c). The highest Na+/Cl values were recorded in the samples of the discharge area, which would indicate an excess of Na+ in these sections of the basin.

The Na+–Cl values vary between 0.47 and 10.77, suggesting an excess of Na+, whereas (Ca2+ + Mg2+) − (SO4 2− + CO3 2− + HCO3 ) varies between 0.30 and 10.66, indicating a deficiency in Ca2+ + Mg2+. These excesses and deficiencies have a linear relationship close to 1 with a correlation coefficient (r 2) of 0.94 and they are larger in the local discharge area samples than in the recharge ones (Fig. 3e). Another sign of Na+ excess is the negative values (between −0.08 and −14.20) in the Cl− − (Na+ K+)/Cl ratio, with the most negative values being recorded in the discharge area, associated with the lowest Ca2+ + Mg2+ concentrations (Fig. 3f).

The SI with respect to calcite show undersaturated values in the recharge and discharge areas of the upper basin and supersaturated ones in the discharge area of the middle basin. In turn, all samples were undersaturated with respect to gypsum, with SI values below −2.1 (Fig. 4)

Fig. 4
figure 4

Saturation indices. Symbols as in Fig. 1

Discussion

By means of the study of ionic ratios, it is possible to recognize the geochemical processes that determine the chemical composition of groundwater. Therefore, it is necessary to understand the hydrodynamics of groundwater (type of recharge, connection with other aquifers or surface water inflow, etc.) and the mineralogy of the aquifer. Through hydrogeochemical modeling it is also possible to verify if the processes defined by the ionic ratios are thermodynamically and stoichiometrically correct.

The phreatic aquifer is recharged by the rainfall surplus of the water balance and does not receive groundwater inflow from the underlying aquifer units. Therefore, the groundwater chemistry is determined by the chemical reactions occurring during rainfall infiltration and groundwater flow. Infiltration-related processes dominate the recharge areas (i.e., the Pampean loess). The evolution observed from Ca–HCO3 to Na–HCO3 facies from the recharge areas to the discharge areas is the result of processes occurring during groundwater flow between the Pampean loess and the post-Pampean sediments. The mineralogical characteristics of these sediments and their relationship with the ions studied suggest that the predominance of calcium carbonate in the recharge area and of clays (illite and smectite) in the discharge area constitute the most relevant reactive phases.

Rainwater dissolves atmospheric CO2(g) and as it infiltrates the soil it incorporates the CO2(g) which is trapped in the pore spaces, mainly in the areas with root growth and the presence of decomposing organic matter. The CO2(g) reacts with the water to form H2CO3, which first dissociates into HCO3 and H+ ions, and then HCO3 into CO3 2− + H+, with HCO 3 being the dominant species in the pH values ranging from 6.5 to 10 (Appelo and Postma 2005). The protons released are consumed by carbonate dissolution (HCO3  + H +  + CaCO3 ↔ Ca2+ + 2HCO3 ). In the unsaturated zone (USZ), which is an open system with respect to CO2(g), the protons consumed in the carbonate dissolution are regenerated due to the dissolution of the CO2(g) available in the sediment pores. When the infiltrating water enters the saturated zone, which is a closed system with respect to CO2(g), the protons consumed cannot be regenerated, as in this area there is no CO2(g) available in the system. Therefore, the water flowing through the aquifer has pH values slightly over 7, and in the direction of the groundwater flow (i.e., from the recharge areas towards the discharge ones) water pH tends to increase as the carbonate phases become altered, yielding values between 7.3 and 7.8 in the recharge areas, and 7.7 and 8.1 in the discharge ones (Table 1). The SI also shows a relationship between groundwater flow and carbonate dissolution. In the recharge and local discharge areas of the upper basin, water is undersaturated with respect to calcite (Fig. 4) and may dissolve the calcium carbonate in the sediments. In the local discharge areas of the middle basin, where post-Pampean sediments become more developed, water is supersaturated with respect to calcite (Fig. 4), a condition that favors the precipitation of calcium carbonate. In turn, the slight variation in HCO3 content accompanying the increase in pH (Fig. 3a) is associated with the CO2(g) dissolution and infiltration processes occurring throughout the basin, as it is a phreatic aquifer. The contribution of HCO3 from two sources (infiltration and carbonate dissolution) produces Ca2+ defects with respect to HCO3 (Fig. 3d). This indicates that the Ca–HCO3 character of groundwater in the recharge area mainly derives from the contribution of HCO3 originated from CO2(g) dissolution during rainwater infiltration and by the HCO3 and Ca2+ arising as a result of carbonate dissolution.

The low content of SO4 2− (generally below 0.8 meq/L) and Cl (below 4.0 meq/L, except for one sample), and the absence of minerals such as CaSO4 and NaCl among the components of the solid phase of the aquifer indicate that the main source of chlorides and sulphates dissolved in the groundwater is rainwater evaporation.

Towards the local discharge areas, this Ca2+ defect increases and it is accompanied by a marked excess of Na+ (Fig. 3c). The larger contribution of Na+ with respect to Ca2+ over the total number of cations is an indication of the influence of the ion exchange (Hem 1985). The low contents of Ca2+ + Mg2+ (below 4 meq/L), associated with negative values of Cl–(Na+ K+)/Cl and a value of −0.94 as a result of the ratio between (Na+–Cl) and (Ca2+ + Mg2+) − (SO4 2− + CO3 2− + HCO3 ) (Fig. 3e, f), confirm the importance of this process (McLean et al. 2000) in the hydrochemical evolution from recharge to local discharge areas.

The discharge area samples also show higher Na+/Cl values associated with low contents of Ca2+ + Mg2+ (Fig. 3c) and higher excess of HCO3 with respect to Ca2+ + Mg2+ (Fig. 3d) than the recharge area samples. These two characteristics are consistent with a process of Ca2+/Na+ exchange (Tijani 2004). The Ca2+ incorporated to water—mainly as a result of the dissolution of the carbonates present in loess sediments—is exchanged by the Na+ adsorbed in the clayey sediments associated with post-Pampean sediments (alkaline soils) in the local discharge areas. In this manner, the Ca–HCO3 type groundwater of the recharge area becomes a Na–HCO3 type water in the discharge sites.

In order to test the processes determined by means of the assessment of ionic ratios, a hydrogeochemical model was made using the NETPATH software (Plummer et al. 1991). In the first place, the geochemical evolution in recharge areas was analysed, based on rainwater infiltration into the loess sediments, using the average chemical composition of rainwater in the area (Table 1). Results indicate that as the rainwater infiltrates, it dissolves CO2(g) (between 0.06 and 0.63 mmol/L) and carbonates (between 0.16 and 0.21 mmol/L). The thickness of the USZ in the recharge areas varies between 5 and 15 m, which—influenced by several factors, such as sediment permeability and vegetation type—favors the evapotranspiration of a portion of the water in the USZ before it enters the aquifer. Estimations of the evaporation factors, obtained based on the Cl balance for different recharge areas taking into consideration several USZ thicknesses, vary between 5.23 and 10.61 (Table 2).

Table 2 Numerical results of the hydrogeochemical models (values min/max)

To determine the hydrochemical evolution from the recharge area towards the discharge area, pairs of samples extracted along the trajectory of the groundwater flow were analysed. The models verify that it is the Ca2+/Na+ exchange process that predominates among the hydrochemical characteristics, with values between 2.59 and 4.38 mmol/L (Table 2). Calcite dissolution is higher in the groundwater flow from the recharge areas towards the discharge ones—between 1.27 and 3.81 mmol/L—than during rainwater infiltration—between 0.16 and 0.21 mmol/L (Table 2). These results are consistent with the pH increase observed in the direction of the groundwater flow (Table 1), as calcite dissolution in a closed system with respect to CO2(g) consumes the free protons dissolved in the water.

Conclusions

Phreatic water in the middle and upper basin of the El Pescado creek is characterized by the presence of natural hydrodynamic and hydrochemical conditions scarcely exploited by human activities. An evolution from Ca–HCO3 type water to Na–HCO3 type water from recharge areas towards local discharge areas can be inferred.

Processes that define the chemical characteristics and contribute to the hydrochemical evolution are associated with rainwater infiltration, CO2(g) and carbonate dissolution, evaporation and cation exchange.

The phreatic aquifer is directly connected to the atmospheric processes that cause water to gain CO2(g). Carbonates, which are abundant in loess sediments, constitute one of the sources of supply of soluble ions to water. The SO4 2− and Cl ions derive from rainwater evaporation. Ion exchange is the predominant process determining groundwater evolution from the recharge areas towards local discharge areas, and it is the main source of Na+ supply to water in these sections of the aquifer.

In the case studied, it is possible to define the local discharge areas by means of the presence of Na–HCO3 type water, associated with the processes of ion exchange. These discharge areas represent local groundwater flows within a plain environment of regional extension. The results may not only be extrapolated to other areas of the phreatic aquifer of the Pampean plain, but also to aquifers with similar hydrogeological characteristics.