En el presente trabajo se aborda el estudio cinético del proceso de biodegradación de una mezcla comercial de bifenilos policlorados, Aroclor 1242, en sistemas agua/sedimentos empleando un cultivo mixto aclimatado. Las variables ensayadas han sido: relación masa de sedimento/volumen de agua (m/V), adición de un cosustrato, influencia de la bioestimulación y bioaumentación y adición de un tensioactivo no iónico. Los resultados obtenidos, empleando el modelo de Middelton o modelo General de Biorremediación, muestran que el modelo se ajusta a todos los casos estudiados y permite obtener parámetros cinéticos de interés como son, la concentración de sustrato resistente a la biodegradación y la constante cinética de velocidad

Atrazine is an herbicide used to control annual weeds and perennial grasses. Due to the toxicity of atrazine and its metabolites, this herbicide is banned in the European Union. In Uruguay atrazine is the second most frequently imported herbicide. It has been detected in surface water courses, particularly those that provide water for potabilization plants.The main mechanism for atrazine removal in neutral pH environments is the bacterial degradation. The microorganisms can degrade atrazine giving intermediates that vary in persistence and toxicity, or mineralize it giving ammonia and carbondioxide. The separation and detection of atrazine intermediates of biological degradation is important to know the potential of bacterial consortia to be applied in bioremediation processes. In this paper we developed an isocratic method of high performance liquid chromatography (HPLC) by ion-pair reversed phase to separate atrazine and metabolites in a synthetic culture medium. This method was useful to detect intermediates of atrazine degradation produced by selected native bacterial consortia. In addition, the method was employed to assess if atrazine adsorbed on activated carbon could be degraded by an active degrading consortium. | La atrazina es un herbicida que se utiliza para el control de malezas anuales y gramíneas perennes. Aunque se encuentra prohibido en la Unión Europea por su toxicidad y la de sus metabolitos, en Uruguay ocupa el segundo lugar de importancia en volúmenes de importación. La presencia de atrazina ha sido especialmente relevante en algunos cursos de agua que surten a las plantas potabilizadoras nacionales. El principal mecanismo de eliminación de la atrazina en ambientes con pH neutro es la degradación bacteriana. Los microorganismos pueden degradar atrazina produciendo intermediarios de variada persistencia y toxicidad, o mineralizarla dando amonio y anhídrido carbónico. La separación y detección de estos intermediarios es importante para seleccionar consorcios bacterianos apropiados para aplicar en un proceso de biorremediación. En este trabajo se desarrolló un método isocrático de cromatografía líquida de alta performance (HPLC) usando un agente de par iónico y fase reversa para separar atrazina de algunos de sus metabolitos en un medio de cultivo sintético. Este método resultó adecuado para detectar los intermediarios de la degradación producidos por consorcios bacterianos autóctonos seleccionados. También se utilizó para determinar si un consorcio bacteriano activo podía degradar la atrazina adsorbida sobre carbón activado.  

Investigation of surface water and groundwater interaction (SW–GW interaction) provides basic information for regional water-resource protection, management, and development. In this survey of a 10-km-wide area along both sides of the Songhua River, northeast China, the hydrogeochemical responses to different SW–GW interactions were studied. Three types of SW–GW interactions were identified—“recharge”, “discharge”, and “flow-through”—according to the hydraulic connection between the surface water and groundwater. The single factor index, principal component analysis, and hierarchical cluster analysis of the hydrogeochemistry and pollutant data illuminated the hydrogeochemical response to the various SW–GW interactions. Clear SW–GW interactions along the Songhua River were revealed: (1) upstream in the study area, groundwater usually discharges into the surface water, (2) groundwater is recharged by surface water downstream, and (3) discharge and flow-through coexist in between. Statistical analysis indicated that the degree of hydrogeochemical response in different types of hydraulic connection varied, being clear in recharge and flow-through modes, and less obvious in discharge mode. During the interaction process, dilution, adsorption, redox reactions, nitrification, denitrification, and biodegradation contributed to the pollutant concentration and affected hydrogeochemical response in the hyporheic zone.

This research aimed to delineate the contamination plume, coming from a leak in the fuel station dealer, penetrating crystalline aquifer in the Rio Grande do Sul state southern Brazil. Determined with the use of a steam THERMO GASTECH Analyzer, model Innova SV, were measured in situ concentrations of volatile organic compounds (VOC) in soils. For the identification of hydrocarbons in free phase (portion of supernatant contaminants in groundwater). Was employed a digital level meter model HSIFD-30, which allowed the detection of fluids (contaminants) in free phase using probe that measures the water and oily fluid interface. The heterotrophic bacteria count and identification of the groundwater, to verify the existence of autochthonous microbiota with ability to degrade hydrocarbons derived from oil. As a result, were mapped and determined the concentrations of TPH plume contamination in form of VOCs every 0.5 m deep, reaching up to 3.5 m in deep. The largest concentrations of VOCs, occurred in the depths of 2.5; 3.0 and 3.5 m, where concentrations were above 10.000 ppm, even to register 100% LEL, limit of detection equipment. As the free phase, mapped a plume of contamination supernatant in groundwater with thicknesses ranging from 2 to 5 mm. Both vapour and free phase plumes, already surpassed the physical limits of the enterprise reaching existing residential and commercial areas to the North direction. The existence of microorganisms were identified species-degrading Pseudomonas aeruginosa, Bacillus sp., Burkholderia glandioli, Pseudomonas sp. and Acinetobacter sp. both species considered by several authors such as hydrocarbon degrading. The identification of the contaminated area and the study of the interactions of these compounds with the medium are of the utmost importance to the development of strategies and technologies aimed at their recovery. | Esta pesquisa teve como finalidade delimitar uma pluma de contaminação, oriunda de um vazamento em posto revendedor de combustível, penetrando aquífero cristalino no Estado do Rio Grande do Sul. Determinaram-se com o emprego de um analisador de vapor THERMO GASTECH, modelo Innova SV, as concentrações in situ de Compostos Orgânicos Voláteis (COV) existentes no solo. Para a identificação de hidrocarbonetos em fase livre, (porção de contaminantes sobrenadante na água subterrânea), empregou-se um medidor de nível digital modelo HSIFD-30, que permitiu a detecção de fluidos (contaminantes) em fase livre usando-se sonda, que mede a interface água e fluidos oleosos. Realizou-se a contagem e identificação de bactérias heterotróficas na água subterrânea, isso para verificar a existência ou não de microbiota autóctone com capacidade para degradar hidrocarbonetos derivados de petróleo. Como resultado, conseguiu-se mapear e determinar as concentrações das plumas de TPH em forma de COV a cada 0,5 m de profundidade, atingindo-se até 3,5 m. As maiores concentrações de COV, ocorreram nas profundidades de 2,5; 3,0 e 3,5 m, onde se registraram concentrações acima de 10.000 ppm, chegando inclusive a se registrar 100% LEL, limite máximo de detecção do equipamento. Quanto à fase livre, mapeou-se uma pluma de contaminação sobrenadante na água subterrânea com espessuras que variaram de 2 a 5 mm. Ambas as plumas, fase vapor e fase livre, já ultrapassaram os limites físicos do empreendimento atingindo áreas residenciais e comerciais existentes ao norte. Quanto à existência de microrganismos degradadores, foram identificadas as espécies Pseudomonas aeruginosa, Bacillus sp., Burkholderia glandioli, Pseudomonas sp. e Acinetobacter sp. ambas espécies consideradas por vários autores como degradadoras de hidrocarbonetos. A identificação da área contaminada e o estudo das interações destes compostos com o meio é de extrema importância para a definição de estratégias e tecnologias visando sua recuperação.

The efficacy of different proportions of silt-loam/bentonite mixtures overlying a vadose zone in controlling solute leaching to groundwater was quantified. Laboratory experiments were carried out using three large soil columns, each packed with 200-cm-thick riverbed soil covered by a 2-cm-thick bentonite/silt-loam mixture as the low-permeability layer (with bentonite mass accounting for 12, 16 and 19 % of the total mass of the mixture). Reclaimed water containing ammonium (NH₄⁺), nitrate (NO₃⁻), organic matter (OM), various types of phosphorus and other inorganic salts was applied as inflow. A one-dimensional mobile–immobile multi-species reactive transport model was used to predict the preferential flow and transport of typical pollutants through the soil columns. The simulated results show that the model is able to predict the solute transport in such conditions. Increasing the amount of bentonite in the low-permeability layer improves the removal of NH₄⁺and total phosphorous (TP) because of the longer contact time and increased adsorption capacity. The removal of NH₄⁺and OM is mainly attributed to adsorption and biodegradation. The increase of TP and NO₃⁻concentration mainly results from discharge and nitrification in riverbed soils, respectively. This study underscores the role of low-permeability layers as barriers in groundwater protection. Neglect of fingers or preferential flow may cause underestimation of pollution risk.

Managed aquifer recharge (MAR) refers to intentional infiltration of surface water to an aquifer for facilitating natural water treatment and storage. MAR is often used as a treatment to remove natural organic matter from water in drinking water production. The sustainability of MAR depends on how the aquifer capacity to remove organic matter will evolve over the long term. This report explores the behavior of MAR systems by using a natural lake–aquifer system as a surrogate. Natural infiltration of lake water to groundwater has been going on for millennia at the research site in Finland chosen for this study. According to the measurements, the mean concentration of total organic carbon (TOC) in lake water was 3.0 mg/L. Within the distance of 3 m from the lake bank (retention time 7–15 days), already 46% of TOC was removed. At greater distances along the flow paths within the aquifer, 80–90% of TOC was removed. The observed TOC removal in the aquifer was slightly higher than the reported values at MAR sites, indicating that MAR can be an effective solution to the problem of removing natural organic matter in the long term. Signs of accumulation of organic matter were not observed in the aquifer, which suggests that biodegradation was the main removal method, and the role of sorption was minor. Several processes had an impact on oxygen levels in the aquifer, which led to spatial and seasonal changes in the redox conditions and in the iron and manganese concentrations in groundwater.

Concentrations of dissolved organic matter (DOM) and ultraviolet/visible light absorbance decrease systematically as groundwater moves through the unsaturated zones overlying aquifers and along flowpaths within aquifers. These changes occur over distances of tens of meters (m) implying rapid removal kinetics of the chromophoric DOM that imparts color to groundwater. A one-compartment input-output model was used to derive a differential equation describing the removal of DOM from the dissolved phase due to the combined effects of biodegradation and sorption. The general solution to the equation was parameterized using a 2-year record of dissolved organic carbon (DOC) concentration changes in groundwater at a long-term observation well. Estimated rates of DOC loss were rapid and ranged from 0.093 to 0.21 micromoles per liter per day (μM d⁻¹), and rate constants for DOC removal ranged from 0.0021 to 0.011 per day (d⁻¹). Applying these removal rate constants to an advective-dispersion model illustrates substantial depletion of DOC over flow-path distances of 200 m or less and in timeframes of 2 years or less. These results explain the low to moderate DOC concentrations (20–75 μM; 0.26–1 mg L⁻¹) and ultraviolet absorption coefficient values (a ₂₅₄ < 5 m⁻¹) observed in groundwater produced from 59 wells tapping eight different aquifer systems of the United States. The nearly uniform optical clarity of groundwater, therefore, results from similarly rapid DOM-removal kinetics exhibited by geologically and hydrologically dissimilar aquifers.

The microbial degradation of pharmaceuticals found in surface water used for artificial recharge is strongly dependent on redox conditions of the subsurface. Furthermore the durability of production wells may decrease considerably with the presence of oxygen and ferrous iron due to the precipitation of trivalent iron oxides and subsequent clogging. Field measurements are presented for oxygen at a bank filtration site in Berlin, Germany, along with simplified calculations of different oxygen pathways into the groundwater. For a two-dimensional vertical cross-section, oxygen input has been calculated for six scenarios related to different water management strategies. Calculations were carried out in order to assess the amount of oxygen input due to (1) the infiltration of oxic lake water, (2) air entrapment as a result of water table oscillations, (3) diffusive oxygen flux from soil air and (4) infiltrating rainwater. The results show that air entrapment and infiltrating lake water during winter constitute by far the most important mechanism of oxygen input. Oxygen input by percolating rainwater and by diffusive delivery of oxygen in the gas phase is negligible. The results exemplify the importance of well management as a determining factor for water oscillations and redox conditions during artificial recharge.

A prerequisite for minimizing contamination risk whilst conducting managed aquifer recharge (MAR) with recycled water is estimating the residence time in the zone where pathogen inactivation and biodegradation processes occur. MAR in Western Australia’s coastal aquifers is a potential major water source. As MAR with recycled water becomes increasingly considered in this region, better knowledge of applied and incidental tracer-based options from case studies is needed. Tracer data were collected at a MAR site in Floreat, Western Australia, under a controlled pumping regime over a distance of 50 m. Travel times for bromide-spiked groundwater were compared with two incidental tracers in recycled water: chloride and water temperature. The average travel time using bromide was 87 ± 6 days, whereas the estimates were longer based on water temperature (102 ± 17 days) and chloride (98 ± 60 days). The estimate of average flow velocity based on water temperature data was identical to the estimate based on bromide within a 25-m section of the aquifer (0.57 ± 0.04 m day⁻¹). This case study offers insights into the advantages, challenges and limitations of using incidental tracers in recycled water as a supplement to a controlled tracer test for estimating aquifer residence times.

Enhanced bioremediation combined with in-situ chemical oxidation has the potential to remediate groundwater contaminated with organics. To explore the remediating effects of these two approaches and to evaluate their combined feasibility, traditional gasoline (no ethanol) and ethanol-gasoline (10% ethanol, v/v) were released into experimental sand tanks (TG-tank and EG-tank, respectively) under the same water-flow conditions. Nitrate and sulfate were added to enhance bioremediation and then persulfate was injected to encourage chemical oxidation. Two push–pull tests, using persulfate and bromide respectively, were conducted to compare their behavior. The results showed that nitrate reduction, rather than sulfate reduction, enhanced BTEX (benzene, toluene, ethylbenzene, and xylene) biodegradation, but the presence of ethanol inhibited these processes. The detected concentration of BTEX in the TG-tank was lower than that in the EG-tank, and the first-order decay rate constants of BTEX in the TG-tank and EG-tank under nitrate-adjusted conditions were 0.0058 and 0.0016 d⁻¹, respectively. The first persulfate injection (10 g L⁻¹) resulted in 86 and 94% concentration decreases of BTEX in the TG-tank and EG-tank, respectively, at first-order decay rates of 0.0180 and 0.0181 d⁻¹, respectively. However, the subsequent persulfate injections at 20 and 50 g L⁻¹ had no significant removal effect on BTEX. Persulfate oxidation made pH decrease (but it quickly recovered) and did not significantly inhibit nitrate reduction. This study suggests that enhanced nitrate reduction can be combined with persulfate oxidation for the in-situ remediation of groundwater contaminated by petroleum hydrocarbons.