# Arsenic in Water Resources of the Southern Pampa Plains, Argentina

Authors: Juan D. Paoloni; Mario E. Sequeira; Martín E. Espósito; Carmen E. Fiorentino; María del C. Blanco
Journal: Journal of Environmental and Public Health
 (2009)

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## Abstract

Confronted with the need for accessible sources of good quality water and in view of the fact that the threat to public health posed by arsenic occurs mainly through the ingestion of contaminated drinking water, the presence and distribution of arsenic was evaluated in the southern Pampa Plains of Bahía Blanca district in Argentina. The findings show variable concentrations of arsenic in a complex distribution pattern. Complementary information is provided on the behavior of the groundwater resource and its salinity in terms of dissolved ions. Groundwater is the most severely affected, 97% of the samples exceeding the guideline value for arsenic in drinking water as recommended by the WHO (Guidelines for Drinking Water Quality, 2004). and showing maximum concentrations of up to 0.30 mg/L. Informing those responsible for preventive medicine and alerting the community at large will facilitate measures to mitigate exposure and ensure the safety of drinking water.


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## Body

## 1. Introduction

The need to provide safe and accessible supplies of water to cover at least the basic requirements of the world’s growing population is increasingly becoming a concern not only for international organizations dealing with this subject but also for policy-makers responsible for meeting demand in those regions most at risk from chronic water shortage [1].Considerable literature has been published in recent years reporting the detection of arsenic in groundwater used for human consumption in new areas around the globe [2–6] and particularly in Argentina [7–9], where research on this etiologic agent of hydroarsenicism dates back to the early 20th century [10].The consumption of contaminated water over long periods of time is the primary route of human exposure to arsenic [11]. However, medical toxicologists lack basic information on the presence and distribution of this ion in drinking water, thus hindering their ability to take preventive action and restricting them to the treatment of those already affected. Lesions to the skin, skin cancer, various other types of cancer (lung, kidney, liver, bladder), peripheral neuropathology’s, and vascular pathologies (such as blackfoot disease) are all health problems commonly associated with long-term drinking of arsenic-contaminated water.In view of its toxicity and the large number of people exposed to its effects worldwide, arsenic is an environmental contaminant that imposes a high risk of morbidity and mortality [12]. It is highly likely that in many as yet untested areas of Argentina, the population is drinking water with excessive concentrations of arsenic. The more studies undertaken on a country’s water resources, the more evidence there is of the presence of this contaminant. According to Hopenhayn [12] limited data are available regarding the extent of arsenic contamination high-risk areas of Argentina. Thus, because of the delayed onset of illness, forty years or more may pass from the time of exposure until hydroarcenicism is diagnosed.The present study was motivated by the high concentrations of arsenic found in groundwater of the southwest of the province of Buenos Aires, Argentina [13–15], and aims at evaluating arsenic concentrations, determining the spatial distribution of this contaminant in the southern Pampa Plains of Bahía Blanca district, and ultimately gauging the incidence risk in the environment of the local community, which has the region’s highest population density.


## 2. Materials and Methods

The study was carried out over an area of 2 300 km2 in the southern Pampa Plains of Argentina within the Bahía Blanca district, which has a population of approximately 320 000 and borders on the Atlantic coast. The coordinates of the city of Bahía Blanca are Latitude 38°44′ S and Longitude 62°16′  W of Greenwich (Figure 1).Figure 1
Southern Pampa Plains and Bahía Blanca, Argentina—Geographical location.Undulating plains and a moderate climate characterize the area, the main economic activities being in the agriculture and livestock sectors, with a considerable and stable resident rural population. Farming and ranching activities have impinged heavily on water and soil resources over the last century. These activities have gradually degraded resources in the absence of sustainable management techniques—despite some limited attempts at conservationism—and in the face of intensified anthropic use.  The economy of the region depends in great measure on the quantity and quality of accessible water.The cartographical information used for the study is based on maps of the Instituto Geográfico Militar (Military Geographical Institute), scales1:50,000 and 1:100,000, and Landsat rural maps and images. A total of 81 water samples and three replicates were gathered through selective sampling in wells and perforations in use and in streams and minor water courses (Figure 2). Groundwater was extracted by means of windmills and centrifuge pumps, or similar. The water samples were collected in sterile 500 mL polyethylene containers and after filtration were subjected to the following analyses: pH (potentiometer), electrical conductivity (conductimeter), hardness, dissolved solids (evaporation), calcium+magnesium (versenate method), calcium, sodium and potassium (photometry), magnesium (EDTA complexometry), sulfates (turbidimetry), carbonates and bicarbonates (volumetry with sulfuric acid), nitrates (specific electrodes), and phosphates. However, according to our objective, here in solely electrical conductivity, water table depth and arsenic concentrations in phreatic and surface waters are reported (Tables 1a, 1b, and 1c). The depth and temperature of the water were recorded for all samples.Table 1
Set of water samples: Bold Font indicates surface waters analysis and the others values correspond to phreatic waters.
(a)LatitudeLongitudeDepth (m)Ce (dS/m)As (mg/l)S38 44 35.4W62 08 40.918.31.540.30S38 42 09.4W62 04 09.815.01.910.17S38 41 34.2W61 56 31.013.41.460.15S38 41 29.9W61 54 22.4—0.610.01S38 39 43.7W61 52 42.813.01.270.25S38 39 48.1W61 47 00.021.60.300.08S38 36 54.3W61 46 07.233.31.240.13S38 31 58.8W61 48 58.333.00.740.07S38 34 22.1W61 51 53.013.01.260.07S38 36 56.3W61 57 36.117.01.210.25S38 38 46.9W62 01 05.36.72.340.05S38 32 00.7W61 52 38.67.50.930.12S38 32 00.9W61 52 27.0—0.590.01S38 29 06.7W61 47 43.74.70.660.02S38 26 21.1W61 50 01.712.61.530.02S38 27 35.5W61 52 10.76.70.550.04S38 24 37.8W61 56 21.6—0.530.01S38 25 54.0W61 57 41.57.00.800.02S38 29 34.3W61 55 02.94.71.190.03S38 31 46.8W61 59 01.05.21.170.05S38 34 10.2W62 00 20.524.51.130.16S38 40 48.1W62 07 18.727.02.350.09S38 39 17.0W62 16 16.438.02.330.07S38 28 01.6W62 00 24.58.70.700.10S38 24 09.9W62 06 17.829.30.610.03S38 26 05.9W62 03 33.0—1.270.01S38 27 30.2W62 02 57.923.40.870.05S38 30 20.6W62 03 23.73.51.940.02(b)LatitudeLongitudeDepth (m)Ce (dS/m)As (mg/l)S38 30 15.7W62 03 31.4—1.020.01S38 35 40.5W62 03 56.424.31.600.16S38 35 26.0W62 05 15.5—1.220.01S38 37 15.3W62 06 42.527.31.500.10S38 38 33.7W62 11 30.610.02.790.04S38 33 14.8W62 06 00.827.01.460.08S38 31 56.8W62 08 29.117.00.620.02S38 29 25.6W62 06 59.247.50.730.07S38 29 25.2W62 10 19.731.51.310.04S38 26 26.0W62 08 08.443.73.270.07S38 25 13.1W62 14 12.431.81.250.08S38 28 57.5W62 12 30.822.01.330.08S38 26 24.1W62 09 57.455.81.370.07S38 33 31.0W62 12 46.013.31.890.07S38 36 11.4W62 09 41.44.81.330.18S38 35 39.2W62 17 07.014.82.400.09S38 31 10.0W62 16 22.123.71.540.01S38 25 45.3W62 16 47.6—3.350.04S38 23 32.2W62 15 54.723.01.410.08S38 25 32.0W62 19 02.56.71.320.08S38 26 04.5W62 20 01.8—2.420.07S38 39 43.0W62 20 19.0—2.720.06S38 38 35.4W62 22 12.510.04.960.06S38 35 42.7W62 23 12.31.82.770.16S38 32 47.3W62 23 19.520.01.350.06S38 29 41.6W62 22 30.327.01.240.03S38 26 09.7W62 23 19.026.41.220.07S38 30 37.3W62 26 36.316.41.080.04(c)LatitudeLongitudeDepth (m)Ce (dS/m)As (mg/l)S38 28 30.5W62 26 30.411.31.060.04S38 28 11.1W62 27 36.6—2.590.04S38 39 57.7W62 27 18.54.28.090.16S38 39 18.9W62 26 33.4—3.060.09S38 37 55.3W62 31 40.62.01.810.07S38 37 57.4W62 31 36.2—3.030.13S38 35 33.1W62 36 13.05.21.450.08S38 33 41.4W62 33 05.1—3.180.10S38 34 17.1W62 31 22.721.70.690.07S38 35 35.7W62 29 28.0—3.030.09S38 36 22.4W62 26 51.320.03.050.05S38 37 44.7W62 24 51.417.64.230.04S38 40 08.3W62 19 11.76.55.740.09S38 32 57.1W62 19 05.07.32.700.04S38 34 00.1W61 56 33.25.11.510.05S38 42 33.8W61 59 36.19.72.070.10S38 39 04.0W62 24 41.43.67.00.15S38 39 47.0W62 28 38.0—6.90.01S38 39 56.6W62 28 46.53.10.90.02S38 40 50.4W62 27 24.41.71.10.02S38 41 00.7W62 26 01.41.22.20.09S38 41 33.0W62 15 16.2—2.10.05S38 29 10.7W61 47 07.1—1.10.08S38 42 06.8W62 27 28.1—1.20.03S38 33 29.9W62 37 40.1—1.10.03Figure 2
Map of surface and groundwater sampling sites.The concentration of arsenic in water was determined by Hydride Generation and Inductively Coupled Plasma Emission and Inductively Coupled Plasma Atomic Emission Spectroscopy (ICP-AES; detection limit 0.33 ppb) based on the method of [16], involving the continuous generation of arsenic (AsH3) using three of the four channels of a peristaltic pump (Cole Palmer Instruments Co, Masterflex). The sample solution and a solution of sodium tetrahydroborate plus potassium iodate were transported to a modified liquid-gas separator. The arsine and the hydrogen were captured from the separator to the plasma by a continuous flow of argon.  Arsenic was determined according to the length of its main wave at 193.69 nm. Boron, fluoride, chrome, vanadium, and other toxic elements were analyzed by Inductively Coupled Plasma (ICP). The chemical analyses were subjected to quality control through standard solutions for ICP; an Aldrich solution for arsenic was used as a reagent blank to obtain calibration curves for quality assurance being the analytical better than 5%.The hydrodynamics of the phreatic levels are presented in an isohypsic chart and the geographical distribution of total soluble salt concentrations and of arsenic are given in isoconcentration maps.


## 3. Results

Situated at the transition from Pampean to Patagonian landscape, in geomorphological terms, the study area can be described predominantly as a plain characterized by a general level of planation [17], closely associated with the lithographic, structural, and sedimentary factors predominating in the region. A notable series of undulations and gently carved intermediate terraces descend stepwise from the plain to the narrow stretches of alluvial flats in the valleys that traverse the area from the northeast to the south and southwest in search of their base level, before eventually reaching the Atlantic coast at Bahía Blanca. A predominance of loess from the Pampean Formation intercalates with petrocalcic horizons, the relief varying from 210 to 0 m above sea level and the average general slope being 0.5%.The depth of the water in the wells and perforations varies from 1.2 m at the bottom of the valleys and close to the riverbeds to 55.8 m in the more elevated interfluve area. The morphology of the phreatic surface shows a notable symmetry, with a steep hydraulic gradient in the order of 4.5‰ in the western sector and 2.8‰ in the east, markedly parallel isohipses, and a clear orientation of the discharge towards the maritime coast (Figure 3).Figure 3
Isohypsic Chart.In evaluating the results it was considered useful to have information on electrical conductivity since this parameter indicates increases in salinity as a function of increases in dissolved ion content, giving a clear diagnosis of the degree of salinity of the studied waters. The values observed for surface water were from 0.59 dS/m to 3.35 dS/m, the increase in salinity being particularly marked in water from the western sector of Bahía Blanca area (Figure4). There was greater variability in the groundwater, showing a sequence of values from 0.30 dS/m to a maximum of 8.09 dS/m. The isoconductivity lines indicate the spatial behaviour of total soluble salts, showing a considerable increase in the concentrations in the extreme southwest of the area (Figure 5).Figure 4
Magnitude of electrical conductivity (EC) in surface waterFigure 5
Isoconcentrations and magnitude of electrical conductivity (EC) in phreatic groundwater (wells).The results from the chemical analysis of water (Tables1(a), 1(b), and 1(c)) indicated that arsenic was detected in all the samples, the lowest values being found in 19 samples collected from surface water, with concentrations varying between 0.01 mg/L, the overall lowest value found in the study area, and a maximum of 0.13 mg/L  (Figure 6). As in the case of electrical isoconductivity, the highest arsenic concentrations were found in the western sector of the study area.Figure 6
Magnitude of arsenic contamination in surface water.Groundwater, the main source of supply for the rural population and for some suburban sectors, showed minimum concentrations of 0.01 mg/L and a maximum of 0.30 mg/L (Figure7). The results indicate that concentrations increase towards the southwest, clearly following the direction of the flow towards the ocean. The results obtained for June–July 2007 (Table 2) show an irregular and asymmetric frequency distribution (Figure 8). The findings show the presence of varying concentrations of arsenic in a complex distribution pattern.Table 2
Summary results of arsenic content in phreatic groundwater-Data from samples collected June-July 2007
No. of samplesMinimum valueMaximum valueMeanStandard deviationMedianRange mode(mg/L)(mg/L)(mg/L)(mg/L)(mg/L)(% samples)630.0070.3020.0810.0600.0700.07-0.0934.92%Figure 7
Isoconcentrations and magnitude of arsenic contamination in phreatic groundwater (wells).Figure 8
Frequency distribution of arsenic concentrations in groundwater. Data from samples collected June-July 2007.The tolerance level recommended by the WHO [18] for this carcenogenic contaminant in drinking-water is 0.01 mg/L, this same value being cited in the Código Alimentario Argentino [19] and in force since 2007.  On the basis of this criterion, only 3.2% of groundwater and 35% of surface water  sources are within levels recommended for consumption.The presence of arsenic in the water samples collected from this region of Argentina is due to local geochemical conditions that facilitate the transfer of naturally occurring arsenic from soils and sediments to the water, favoured by zonal hydrodynamics [15]. No anthropic activities have been observed to contribute to the level of arsenic contamination in the water of the area.


## 4. Conclusions

The results of the current study indicate that approximately 97.0% of the water samples collected from groundwater wells and surface water sources used for consumption by humans and livestock exceed WHO guideline values for arsenic. These findings show that the population in the area may be exposed to the chronic toxicological effects of hydroarsenicism, placing them at greater risk of contracting a variety of illnesses.Surface water in the upper reaches of the riverbeds traversing the area is fit for human consumption. However, consumption of water from the riverbeds close to their outlet, where much higher concentrations of the contaminant and of total soluble salts were found, also poses a threat to public health. Since the groundwater studied here constitutes the principal source of drinking water in the zone, it is essential that the findings of this and similar research be made known and applied to practical solutions in preventive medicine, alerting the community to the potential danger associated with this contaminant. Although the government has installed a reverse osmosis plant for As-water treatment in the southwestern sectors of the studied area where in the highest population density is concentrated, the volume of water  processed daily does not provide the demand for drinking water for the entire rural community. Nonetheless, this preventative measure sets up a very positive experience to reduce the risks to As-exposure through consumption of contaminated water. These treatment methods could be extended to other affected sectors of the southwestern pampa.



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*Source: 216470-2009-08-25.xml*