Biological remediation of Cr(VI) contaminated soil and groundwater is an emerging field. In this study, the in situ bioremediation technology for treating Cr(VI) contaminated groundwater aquifers was evaluated using a laboratory microcosm system. The study was conducted using columns with five equally spaced intermediate sampling ports along the length to facilitate finite difference modelling of the Cr(VI) concentration profile within the column. Cr(VI) concentration was continuously measured in the influent, in five equally spaced intermediate ports within the column and in the effluent port. The change or the shift in microbial community within the inoculated column was also monitored due to exposure to toxic conditions after seven weeks of operation using the 16S rRNA genotype fingerprinting method. The effect of introducing a natural carbon source (sawdust) in inoculated columns in comparison with the performance of sterile controls under various loading conditions was also evaluated. Near complete Cr(VI) removal was achieved in an inoculated carbon source reactor, whereas only 69.5% of Cr(VI) removal was achieved in an inoculated column without an added carbon source after 4 days of operation at 20 mg/L. In a sterile control reactor less than 2% of Cr(VI) was removed after 4 days of operation at 20 mg/L. Experimental cores demonstrated a successful Cr(VI) reduction process in the simulated microbial barrier system that was evaluated internally. The model that simulates Cr(VI) removal and transport in the subsoil environment was developed. The Cr(VI) mass balance model across the reactor that accounts for the flow characteristics and biological removal mechanism successfully captured the trends of Cr(VI) response profiles under quasi-steady state conditions for different loading conditions. This study demonstrate the potential of applying effective Cr(VI) reducers in the reactive barrier systems to contain or attenuate the spread of Cr(VI) contaminant in groundwater aquifer systems. The finite difference model developed in this study to evaluate the behaviour of Cr(VI) in the reactor could contribute towards improved designs of future in situ bioremediation systems that can be implemented for remediation of Cr(VI) on site. / Dissertation (MSc)--University of Pretoria, 2011. / Chemical Engineering / unrestricted

Chromium is a common groundwater pollutant originating from industrial processes such as metal plating, leather tanning and pigment manufacturing. Permeable reactive barriers (PRBs) have proven to be viable and cost-effective systems for remediation of chromium contaminated groundwater at many sites. The purpose of this research presented in this thesis is to focus on two parameters that affect the performance of PRB on chromium removal, namely the concentration of reactive media and groundwater flux by analyzing the data obtained from laboratory column studies. Laboratory scale columns packed with different amounts of iron powder and quartz sand mixtures were fed with 20 mg/l chromium influent solution under different fluxes. When chromium treatment efficiencies of the columns were compared with respect to iron powder/quartz sand ratio, the amount of iron powder was found to be an important parameter for treatment efficiency of PRBs. The formation of H2 gas and the reddish-brown precipitates throughout the column matrix were observed, suggesting the reductive precipitation reactions. SEM-EDX analysis of the iron surface after the breakthrough illustrated chromium precipitation. In addition to chromium / calcium and significant amount of iron-oxides or -hydroxides was also detected on the iron surfaces. When the same experiments were conducted at higher fluxes, an increase was observed in the treatment efficiency in the column containing 50% iron. This suggested that the precipitates may not be accumulating at higher fluxes which, in turn, create available surface area for reduction. Extraction experiments were also performed to determine the fraction of chromium that adsorbed to ironhydroxides. The analysis showed that chromium was not removed by adsorption to oxyhydroxides and that reduction is the only removal mechanism in the laboratory experiments. The observed rate of Cr(VI) removal was calculated for each reactive mixture which ranged from 48.86 hour-1 to 3804.13 hour-1. These rate constants and complete removal efficiency values were thought to be important design parameters in the field scale permeable reactive barrier applications.

Arsenic and antimony are important trace elements in magmatic-hydrothermal systems, geothermal systems and epithermal deposits, but their partitioning behavior between melt and aqueous fluid is not well understood. The partitioning of arsenic and antimony between aqueous fluid and granitic melt has been studied in the system SiO2-Al2O3-Na2O-K2O-H2O at 800 degree C and 200 MPa. The partition coefficients of As and Sb between aqueous fluid and melt, are 1.4 +- 0.5 and 0.8 +- 0.5, respectively. The partitioning of As is not affected by aluminum saturation index (ASI) or SiO2 content of the melt, or by oxygen fugacity under oxidized conditions (log fO2 > the nickel-nickel oxide buffer, NNO). The partitioning of Sb is independent of and SiO2 content of the melt. However, aluminum saturation index (ASI) does affect Sb partitioning and Sb partition coefficient for peralkaline melt (0.1 +- 0.01) is much smaller than that for metaluminous melts (0.8 +- 0.4) and that for peraluminous melts (1.3 +- 0.7). Thermodynamic calculations show that As(III) is dominant in aqueous fluid at 800 degree C and 200 MPa and XPS analysis of run product glass indicate that only As(III) exists in melt, which confirms the finding that does not affect As partitioning between fluid and melt. XPS analysis of run product glass show that Sb(V) is dominant in melt at oxidized conditions (log fO2 > -10). The peralkaline effect only exhibits on Sb partitioning, not on As partitioning at oxidized conditions, which is consistent with the x-ray photoelectron spectroscopy (XPS) measurements that As(III) and Sb(V) are dominant oxidation states in melt under oxidized conditions, because the peralkaline effect is stronger for pentavalent than trivalent cations. Permeable reactive barriers (PRBs) are an alternative technology to treat mine drainage containing sulfate and heavy metals. Two column experiments were conducted to assess the suitability of an organic carbon (OC) based reactive mixture and an Fe0-bearing organic carbon (FeOC) based reactive mixture, under controlled groundwater flow conditions. The organic carbon (OC) column showed an initial sulfate reduction rate of 0.4 μmol g(oc)-1 d-1 and exhausted its capacity to promote sulfate reduction after 30 pore volumes (PVs), or 9 months of flow. The Fe0-bearing organic carbon (FeOC) column sustained a relative constant sulfate reduction rate of 0.9 μmol g(oc)-1 d-1 for at least 65 PVs (17 months). The microbial enumerations and isotopic measurements indicate that the sulfate reduction was mediated by sulfate reducing bacteria (SRB). The cathodic production of H2 by anaerobic corrosion of Fe probably is the cause of the difference in sulfate reduction rates between the two reactive mixtures. Zero-valent iron can be used to provide an electron donor in sulfate reducing PRBs and Fe0-bearing organic carbon reactive mixture has a potential to improve the performance of organic carbon PRBs. The δ34S values can be used to determine the extent of sulfate reduction, but the fractionation is not consistent between reactive materials. The δ13C values indicate that methanogenesis is occurring in the front part of both columns. Arsenic and antimony in groundwater are great threats to human health. The PRB technology potentially is an efficient and cost-effective approach to remediate organic and inorganic contamination in groundwater. Two column experiments were conducted to assess the rates and capacities of organic carbon (OC) PRB and Fe-bearing organic carbon (FeOC) PRB to remove As and Sb under controlled groundwater flow conditions. The average As removal rate for the OC column was 13 nmole day-1 g-1 (dry weight of organic carbon) and its removal capacity was 11 μmole g-1 (dry weight of organic carbon). The remove rate of the FeOC material was 165 nmole day-1 g-1 (dry weight of organic carbon) and its minimum removal capacity was 105 mole g-1 (dry weight of organic carbon). Antimony removal rate of the OC material decreases from 8.2 to 1.4 nmole day-1 g-1 (dry weight of organic carbon) and its removal capacity is 2.4 μmole g-1 (dry weight of organic carbon). The minimum removal rate of FeOC material is 13 nmole day-1 g-1 (dry weight of organic carbon) and its minimum removal capacity is 8.4 μmole g-1 (dry weight of organic carbon). The As(III) : [As(III)+As(V)] ratio increased from 1% in the influent to 50% at 5.5 cm from the influent end, and to 80% at 15.5 cm from the influent end of the OC column. X-ray absorption near edge spectroscopy (XANES) shows As(III)-sulfide species on solid samples. These results suggest that As(V) is reduced to As(III) both in pore water and precipitate as As sulfides or coprecipitate with iron sulfides. The arsenic reduction rate suggests that As(V) reduction is mediated by bacterial activity in the OC column and that both abiotic reduction and bacterial reduction could be important in FeOC.

Arsenic and antimony are important trace elements in magmatic-hydrothermal systems, geothermal systems and epithermal deposits, but their partitioning behavior between melt and aqueous fluid is not well understood. The partitioning of arsenic and antimony between aqueous fluid and granitic melt has been studied in the system SiO2-Al2O3-Na2O-K2O-H2O at 800 degree C and 200 MPa. The partition coefficients of As and Sb between aqueous fluid and melt, are 1.4 +- 0.5 and 0.8 +- 0.5, respectively. The partitioning of As is not affected by aluminum saturation index (ASI) or SiO2 content of the melt, or by oxygen fugacity under oxidized conditions (log fO2 > the nickel-nickel oxide buffer, NNO). The partitioning of Sb is independent of and SiO2 content of the melt. However, aluminum saturation index (ASI) does affect Sb partitioning and Sb partition coefficient for peralkaline melt (0.1 +- 0.01) is much smaller than that for metaluminous melts (0.8 +- 0.4) and that for peraluminous melts (1.3 +- 0.7). Thermodynamic calculations show that As(III) is dominant in aqueous fluid at 800 degree C and 200 MPa and XPS analysis of run product glass indicate that only As(III) exists in melt, which confirms the finding that does not affect As partitioning between fluid and melt. XPS analysis of run product glass show that Sb(V) is dominant in melt at oxidized conditions (log fO2 > -10). The peralkaline effect only exhibits on Sb partitioning, not on As partitioning at oxidized conditions, which is consistent with the x-ray photoelectron spectroscopy (XPS) measurements that As(III) and Sb(V) are dominant oxidation states in melt under oxidized conditions, because the peralkaline effect is stronger for pentavalent than trivalent cations. Permeable reactive barriers (PRBs) are an alternative technology to treat mine drainage containing sulfate and heavy metals. Two column experiments were conducted to assess the suitability of an organic carbon (OC) based reactive mixture and an Fe0-bearing organic carbon (FeOC) based reactive mixture, under controlled groundwater flow conditions. The organic carbon (OC) column showed an initial sulfate reduction rate of 0.4 μmol g(oc)-1 d-1 and exhausted its capacity to promote sulfate reduction after 30 pore volumes (PVs), or 9 months of flow. The Fe0-bearing organic carbon (FeOC) column sustained a relative constant sulfate reduction rate of 0.9 μmol g(oc)-1 d-1 for at least 65 PVs (17 months). The microbial enumerations and isotopic measurements indicate that the sulfate reduction was mediated by sulfate reducing bacteria (SRB). The cathodic production of H2 by anaerobic corrosion of Fe probably is the cause of the difference in sulfate reduction rates between the two reactive mixtures. Zero-valent iron can be used to provide an electron donor in sulfate reducing PRBs and Fe0-bearing organic carbon reactive mixture has a potential to improve the performance of organic carbon PRBs. The δ34S values can be used to determine the extent of sulfate reduction, but the fractionation is not consistent between reactive materials. The δ13C values indicate that methanogenesis is occurring in the front part of both columns. Arsenic and antimony in groundwater are great threats to human health. The PRB technology potentially is an efficient and cost-effective approach to remediate organic and inorganic contamination in groundwater. Two column experiments were conducted to assess the rates and capacities of organic carbon (OC) PRB and Fe-bearing organic carbon (FeOC) PRB to remove As and Sb under controlled groundwater flow conditions. The average As removal rate for the OC column was 13 nmole day-1 g-1 (dry weight of organic carbon) and its removal capacity was 11 μmole g-1 (dry weight of organic carbon). The remove rate of the FeOC material was 165 nmole day-1 g-1 (dry weight of organic carbon) and its minimum removal capacity was 105 mole g-1 (dry weight of organic carbon). Antimony removal rate of the OC material decreases from 8.2 to 1.4 nmole day-1 g-1 (dry weight of organic carbon) and its removal capacity is 2.4 μmole g-1 (dry weight of organic carbon). The minimum removal rate of FeOC material is 13 nmole day-1 g-1 (dry weight of organic carbon) and its minimum removal capacity is 8.4 μmole g-1 (dry weight of organic carbon). The As(III) : [As(III)+As(V)] ratio increased from 1% in the influent to 50% at 5.5 cm from the influent end, and to 80% at 15.5 cm from the influent end of the OC column. X-ray absorption near edge spectroscopy (XANES) shows As(III)-sulfide species on solid samples. These results suggest that As(V) is reduced to As(III) both in pore water and precipitate as As sulfides or coprecipitate with iron sulfides. The arsenic reduction rate suggests that As(V) reduction is mediated by bacterial activity in the OC column and that both abiotic reduction and bacterial reduction could be important in FeOC.

La dépollution des eaux souterraines est actuellement une des principaux défis environnementaux, considérant le nombre de sites contaminés et le risque posé à la santé humaine et à l'environnement par l'exposition à la contamination des eaux souterraines. La barrière réactive perméable (PRB) est une technologie in situ passive pour la remédiation des eaux souterraines contaminées. Il se compose d'une barrière placée perpendiculairement à l'écoulement des contaminants et constituée d'un matériau réactif qui traite la panache de contaminants le traversant sous le gradient hydraulique naturel. C’est la technologie de remédiation des eaux souterraines la plus rentable ; elle permet l'utilisation des terres de surface et réduit l'exposition des travailleurs aux polluants. Le matériau réactif le plus utilisé est le fer à valence zéro (ZVI), qui peut dépolluer l'eau souterraine contaminée par une large gamme de contaminants au moyen de mécanismes chimiques et physiques différents. Le problème principal de l'utilisation de ZVI granulaire est la réduction de la porosité du milieu poreux, en raison de la nature expansive de produits de corrosion, des précipités et la formation de gaz. Pour surmonter ce problème, des mélanges de matériaux granulaires et ZVI ont été testés afin de déterminer leur efficacité de dépollution et le comportement hydraulique à long terme. L'utilisation de Lapillus volcaniques à mélanger avec ZVI pour dépolluer les eaux souterraines contaminées par métaux lourds est proposée dans ce travail. Des essais sur Lapillus ont montré une efficacité d'élimination de métaux lourds non négligeable, tandis que les tests en colonne effectuée en utilisant des mélanges n’ont pas montré une réduction élevée de la conductivité hydraulique au cours du temps.La modélisation des essais batch et colonne en tant qu’outil pour la compréhension des mécanismes impliqués dans les milieux poreux réactifs a été mis en place. L’étude de la sensibilité des paramètres des modèles sur leurs réponses a également été explorée. / Groundwater remediation is currently one of the major environmental challenges, considering the number of contaminated sites and the risk posed to human health and to the environment by exposure to groundwater contamination. Permeable reactive barrier (PRB) is a passive in situ technology for the remediation of contaminated groundwater. It consists of a barrier placed perpendicularly to the contaminant flow and made of reactive material that treats contaminant plume flowing through it under the natural hydraulic gradient. It is the most cost-effective groundwater remediation technology; it allows the use of surface land and reduces the exposure of workers to contaminants. The most used reactive material is Zero Valent Iron (ZVI), which is able to remediate groundwater contaminated by a large range of contaminants by means of different chemical and physical mechanisms. The main issue of granular ZVI use regards the reduction of the porous medium porosity, because of the expansive nature of corrosion products, precipitates and gas formation. To overcome this problem, mixtures of ZVI and granular materials were tested to investigate their long-term removal efficiency and hydraulic behavior. The use of volcanic Lapillus to be mixed with ZVI to remediate heavy-metals contaminated groundwater is proposed in this work. Tests on Lapillus showed a not negligible heavy metal removal efficiency of the volcanic material, while the hydraulic monitoring of column tests performed using mixtures showed a not high reduction of hydraulic conductivity over time.Modelling batch and column tests as a tool for understanding the mechanisms involved in the reactive porous media has been set up. The analysis of the sensitivity of the models response with respect to the input parameters has also been explored.

No description available.

O escopo principal desse projeto foi o de criar um conjunto de ações integradas que permitissem minimizar os impactos de sistemas de saneamento in situ nos recursos hídricos subterrâneo. Sendo as fossas sépticas, mesmo as bem construídas, pouco efetivas onde há alta densidade populacional, foi desenvolvido e aplicado no loteamento Jardim Santo Antônio (situado na APA de Capivari-Monos, Parelheiros) um novo conceito de saneamento in situ: uma fossa alternativa melhorada com uso de barreiras reativas, que possibilitasse a degradação mais eficiente de nitrato e de microorganismos patogênicos. Para a degradação de microorganismos, o material reativo utilizado correspondeu ao BOF (Basic Oxygen Furnace - resíduo de altos fornos de fundição em siderúrgicas) e para a desnitrificação, a serragem. A barreira reativa para remoção de nitrato foi alvo de estudos desse projeto. Desenvolveu-se um questionário de avaliação de risco sanitário para uma área onde foram cadastrados 178 lotes, em um total de 218 poços e 182 fossas. A partir da análise dos dados por Cluster foi possível selecionar um conjunto de perguntas que estivessem mais relacionadas a riscos de contaminação por bactérias e nitrato. Observou-se que a relação entre as características de construção e operação dos poços pouco pode prever a contaminação por nitrato, o que evidencia que sua presença é de caráter regional, fruto de uma ocupação desordenada e densa. Em contrapartida, as perguntas tiveram maior relação com o parâmetro bactérias, o que implica em uma característica local (do poço em si). Antes da implantação da fossa alternativa melhorada, foram realizados experimentos de colunas de sedimentos em laboratório para se testar a eficiência de serragem na degradação de nitrato. Montaram-se 3 colunas: uma só com sedimentos da área, que correspondeu ao branco, e as outras duas com sedimentos e 10cm e 20cm de espessura de uma mistura de serragem (Cedrinho) com areia, respectivamente. Os resultados mostraram uma eficiência de degradação do nitrato de até 96,5% e 99,7% para as colunas de 10cm e 20cm. Foram instaladas duas fossas na área de estudo: a fossa alternativa melhorada com o uso de barreiras reativas (FA) e a fossa controle (FC), equivalente ao esgotamento usualmente empregado pela comunidade (ausência de materiais reativos). Na Fossa Alternativa, estruturada com as barreiras reativas contendo BOF (1m abaixo do tanque receptor do efluente) e serragem (abaixo do BOF, mas separada deste por 1m de pacote arenoso), é possível discriminar certos comportamentos ao longo de suas posições. O BOF que é rico em óxidos de cálcio e ferro confere ao efluente percolante uma condutividade elétrica mais acentuada e um pH muito básico, em torno de 12. Já a barreira com serragem caracterizou-se por concentrações de oxigênio dissolvido mais baixas e presença de C orgânico na forma dissolvida, condições necessárias para a ocorrência da desnitrificação do nitrato gerado perfil acima. No entanto, as concentrações de oxigênio não devem ter sido suficientemente baixas para uma maior eficiência na desnitrificação na barreira de serragem. Além disso, a eficiência pode ter sido comprometida pelo elevado pH que essa barreira foi submetida pelo efluente percolado antes no BOF, o que afetou a capacidade das bactérias desnitrificantes em suas reações metabólicas. Na Fossa Controle, os íons distribuíram-se ao longo do perfil de forma mais regular. A composição dessa fossa representa a fonte em si, com altas concentrações de N-amoniacal e de carbono orgânico dissolvido e baixas concentrações de oxigênio dissolvido. Para esse tipo de cenário, a nitrificação deve ocorrer na zona não-saturada abaixo da fossa, para que depois o nitrato possa alcançar o lençol freático. / The main purpose of this project was to create a set of integrated actions that could minimize impacts of septic systems on groundwater resources. Since the septic tanks, even the well-constructed ones, are not effective on areas where the population density is high, an alternative latrine improved with reactive barriers was developed and applied in Jardim Santo Antônio settlement (Parelheiros, São Paulo, SP). In order to degrade the microorganisms, the reactive material was BOF (Basic Oxygen Furnace) slag from steel producer facilities, and in order to enhance the denitrification, the material of the reactive barrier was sawdust. The sawdust barrier was the main issue in this project. A risk assessment questionnaire was developed and it was applied to an area where 178 residences were evaluated, totalizing 218 water wells and 182 latrines. A Cluster Analysis was used to select the questions that would be related to the risk of contamination by bacteria or nitrate. It was observed that the inapropriated construction and operation of the wells are poorly related to the level of nitrate contamination, what suggests that the nitrate contamination is a more regional problem. On the other hand, it was found a good relationship between the level of bacteria contaminations and the characteristics of construction and operation of the wells, what suggests that this contamination has a local factor. Before the installation of the enhanced septic tank, soil columns breakthrough experiments were conducted in laboratory to test the efficiency of sawdust in nitrate removal. Three soil columns were set up: one filled only with sediments of Jardim Santo Antonio settlement, and another two with the same kind of sediments and sawdust layers introduced with 10cm and 20cm thickness. The results showed an efficiency of sawdust to denitrification of 96,5% and 99,7%, respectively. Two septic tanks were installed in the study area: the alternative latrine enhanced with reactive barriers (AL), and the control latrine (CL), equivalent to the usual tanks founded on the area. In AL, structured with reactive barriers containing BOF (1m below the wastewater tank) and sawdust (under the BOF layer, but first separate from it by 1m of sand package), it\'s possible to discern few parameter behaviors. BOF, which is rich in calcium oxides and iron oxides, incrises the electrical conductivity and the pH of the effluent (~12). The sawdust barrier, in its turn, was characterized by low concentration of dissolved oxygen and by the presence of dissolved organic carbon, essential conditions denitrification ocurrence. The denitrification efficiency of the sawdust barrier was affected by the high pH observed in the effluent that crossed the BOF barrier, which perturbed the denitrifying bacteria performance. In CL, the vertical distribution of the ions was more regular. The samples from this system presented high levels of ammonium and DOC and low values for dissolved oxygen. For this case, the nitrification must happen in the unsaturated zone bellow the tank, so the nitrate formed can reach the groundwater.

Permeable reactive barriers (PRBs) are one of the leading technologies being developed in the search for alternatives to the pump-and-treat method for the remediation of contaminated groundwater. A new optimising design methodology is proposed to aid decision-makers in finding minimum cost PRB designs for remediation problems in the presence of input uncertainty. The unique aspects of the proposed methodology are considered to be: design enhancements to improve the hydraulic performance of PRB systems; elimination of a time-consuming simulation model by determination of approximating functions relating design variables and performance measures for fully penetrating PRB systems; a versatile, spreadsheet-based optimisation model that locates minimum cost PRB designs using Excel's standard non-linear solver; and the incorporation of realistic input variability and uncertainty into the optimisation process via sensitivity analysis, scenario analysis and factorial analysis. The design methodology is developed in the context of the remediation of nitrate contamination due to current concerns with nitrate in New Zealand. Three-dimensional computer modelling identified significant variation in capture and residence time, caused by up-gradient funnels and/or a gate hydraulic conductivity that is significantly different from the surrounding aquifer. The unique design enhancements to control this variation are considered to be the customised down-gradient gate face and emplacement of funnels and side walls deeper than the gate. The use of velocity equalisation walls and manipulation of a PRB's hydraulic conductivity within certain bounds were also found to provide some control over variation in capture and residence time. Accurate functional relationships between PRB design variables and PRB performance measures were shown to be achievable for fully penetrating systems. The chosen design variables were gate length, gate width, funnel width and the reactive material proportion. The chosen performance measures were edge residence, centreline residence and capture width. A method for laboratory characterisation of reactive and non-reactive material combinations was shown to produce data points that could realistically be part of smooth polynomial interpolation functions. The use of smooth approximating functions to characterise PRB inputs and determine PRB performance enabled the creation of an efficient spreadsheet model that ran more quickly and accurately with Excel's standard non-linear solver than with the LGO global solver or Evolver genetic-algorithm based solver. The PRB optimisation model will run on a standard computer and only takes a couple of minutes per optimisation run. Significant variation is expected in inputs to PRB design, particularly in aquifer and plume characteristics. Not all of this variation is quantifiable without significant expenditure. Stochastic models that include parameter variability have historically been difficult to apply to realistic remediation design due to their size and complexity. Scenario and factorial analysis are proposed as an efficient alternative for quantifying the effects of input variability on optimal PRB design. Scenario analysis is especially recommended when high quality input information is available and variation is not expected in many input parameters. Factorial analysis is recommended for most other situations as it separates out the effects of multiple input parameters at multiple levels without an excessive number of experimental runs.

The primary objective of this study was to evaluate the rates of nitrate removal for a nitrate containing, low organic carbon wastewater interacting with four different carbon-containing solid substrates (alder woodchips, corn silage, manure and woodchip biochar). Batch systems were tested for nitrate removal, and systems with a combination of three carbon substrates (75% woodchips, 12.5% silage, and 12.5% manure or woodchip biochar by mass) produced average nitrate removal rates of 571 and 275 mg-N L⁻¹ D⁻¹, and systems containing the carbon substrates individually produced rates between 11.4 - 3.3 mg-N L⁻¹ D⁻¹. Silage proved to be the dominant carbon substrate providing high quantities of organic carbon to fuel denitrification. With the introduction of semi-continuous flow, all systems had nitrate removal rates that converged to 13.3 – 6.4 mg-N L⁻¹ D⁻¹, which is approximately two orders of magnitude smaller than the rates of the mixture systems in the batch experiment. Silage appeared to be removed from of the systems with liquid exchange potentially causing the rate decreases. Columns filled with various volume fractions of woodchips (100%, 25%, 12.5%, and 0%) produced nitrate removal rates between 30.8 – 2.4 mg-N L⁻¹ D⁻¹ at a 24 hour and 12 hour hydraulic residence time (HRT). Greater nitrate removal was achieved with higher HRTs and larger fractions of woodchips (the 100% woodchip system at a 24 hour HRT produced the fastest nitrate removal rate of 30.8 mg-N L⁻¹ D⁻¹). When rates were normalized to the amount of woodchips in each column, higher efficiency was found in lower woodchip fraction systems (the 12.5% woodchip column produced the highest normalized nitrate removal rate of 56 mg-N L⁻¹ D⁻¹ L[subscript woodchips]⁻¹). Woodchips proved to be best suited as a long term carbon substrate for nitrate removal in a system containing a nitrate concentrated, low organic carbon wastewater. However, large amounts of woodchips were necessary to achieve nitrate removal greater than 50%. A 41 acre hypothetical wetland with a 3.3 day HRT and a nitrate influent concentration of 45 mg-N L⁻¹ would require 30,000 yd³ of woodchips to achieve 68% nitrate removal based on the values obtained in the bench scale column experiment. / Graduation date: 2012

O escopo principal desse projeto foi o de criar um conjunto de ações integradas que permitissem minimizar os impactos de sistemas de saneamento in situ nos recursos hídricos subterrâneo. Sendo as fossas sépticas, mesmo as bem construídas, pouco efetivas onde há alta densidade populacional, foi desenvolvido e aplicado no loteamento Jardim Santo Antônio (situado na APA de Capivari-Monos, Parelheiros) um novo conceito de saneamento in situ: uma fossa alternativa melhorada com uso de barreiras reativas, que possibilitasse a degradação mais eficiente de nitrato e de microorganismos patogênicos. Para a degradação de microorganismos, o material reativo utilizado correspondeu ao BOF (Basic Oxygen Furnace - resíduo de altos fornos de fundição em siderúrgicas) e para a desnitrificação, a serragem. A barreira reativa para remoção de nitrato foi alvo de estudos desse projeto. Desenvolveu-se um questionário de avaliação de risco sanitário para uma área onde foram cadastrados 178 lotes, em um total de 218 poços e 182 fossas. A partir da análise dos dados por Cluster foi possível selecionar um conjunto de perguntas que estivessem mais relacionadas a riscos de contaminação por bactérias e nitrato. Observou-se que a relação entre as características de construção e operação dos poços pouco pode prever a contaminação por nitrato, o que evidencia que sua presença é de caráter regional, fruto de uma ocupação desordenada e densa. Em contrapartida, as perguntas tiveram maior relação com o parâmetro bactérias, o que implica em uma característica local (do poço em si). Antes da implantação da fossa alternativa melhorada, foram realizados experimentos de colunas de sedimentos em laboratório para se testar a eficiência de serragem na degradação de nitrato. Montaram-se 3 colunas: uma só com sedimentos da área, que correspondeu ao branco, e as outras duas com sedimentos e 10cm e 20cm de espessura de uma mistura de serragem (Cedrinho) com areia, respectivamente. Os resultados mostraram uma eficiência de degradação do nitrato de até 96,5% e 99,7% para as colunas de 10cm e 20cm. Foram instaladas duas fossas na área de estudo: a fossa alternativa melhorada com o uso de barreiras reativas (FA) e a fossa controle (FC), equivalente ao esgotamento usualmente empregado pela comunidade (ausência de materiais reativos). Na Fossa Alternativa, estruturada com as barreiras reativas contendo BOF (1m abaixo do tanque receptor do efluente) e serragem (abaixo do BOF, mas separada deste por 1m de pacote arenoso), é possível discriminar certos comportamentos ao longo de suas posições. O BOF que é rico em óxidos de cálcio e ferro confere ao efluente percolante uma condutividade elétrica mais acentuada e um pH muito básico, em torno de 12. Já a barreira com serragem caracterizou-se por concentrações de oxigênio dissolvido mais baixas e presença de C orgânico na forma dissolvida, condições necessárias para a ocorrência da desnitrificação do nitrato gerado perfil acima. No entanto, as concentrações de oxigênio não devem ter sido suficientemente baixas para uma maior eficiência na desnitrificação na barreira de serragem. Além disso, a eficiência pode ter sido comprometida pelo elevado pH que essa barreira foi submetida pelo efluente percolado antes no BOF, o que afetou a capacidade das bactérias desnitrificantes em suas reações metabólicas. Na Fossa Controle, os íons distribuíram-se ao longo do perfil de forma mais regular. A composição dessa fossa representa a fonte em si, com altas concentrações de N-amoniacal e de carbono orgânico dissolvido e baixas concentrações de oxigênio dissolvido. Para esse tipo de cenário, a nitrificação deve ocorrer na zona não-saturada abaixo da fossa, para que depois o nitrato possa alcançar o lençol freático. / The main purpose of this project was to create a set of integrated actions that could minimize impacts of septic systems on groundwater resources. Since the septic tanks, even the well-constructed ones, are not effective on areas where the population density is high, an alternative latrine improved with reactive barriers was developed and applied in Jardim Santo Antônio settlement (Parelheiros, São Paulo, SP). In order to degrade the microorganisms, the reactive material was BOF (Basic Oxygen Furnace) slag from steel producer facilities, and in order to enhance the denitrification, the material of the reactive barrier was sawdust. The sawdust barrier was the main issue in this project. A risk assessment questionnaire was developed and it was applied to an area where 178 residences were evaluated, totalizing 218 water wells and 182 latrines. A Cluster Analysis was used to select the questions that would be related to the risk of contamination by bacteria or nitrate. It was observed that the inapropriated construction and operation of the wells are poorly related to the level of nitrate contamination, what suggests that the nitrate contamination is a more regional problem. On the other hand, it was found a good relationship between the level of bacteria contaminations and the characteristics of construction and operation of the wells, what suggests that this contamination has a local factor. Before the installation of the enhanced septic tank, soil columns breakthrough experiments were conducted in laboratory to test the efficiency of sawdust in nitrate removal. Three soil columns were set up: one filled only with sediments of Jardim Santo Antonio settlement, and another two with the same kind of sediments and sawdust layers introduced with 10cm and 20cm thickness. The results showed an efficiency of sawdust to denitrification of 96,5% and 99,7%, respectively. Two septic tanks were installed in the study area: the alternative latrine enhanced with reactive barriers (AL), and the control latrine (CL), equivalent to the usual tanks founded on the area. In AL, structured with reactive barriers containing BOF (1m below the wastewater tank) and sawdust (under the BOF layer, but first separate from it by 1m of sand package), it\'s possible to discern few parameter behaviors. BOF, which is rich in calcium oxides and iron oxides, incrises the electrical conductivity and the pH of the effluent (~12). The sawdust barrier, in its turn, was characterized by low concentration of dissolved oxygen and by the presence of dissolved organic carbon, essential conditions denitrification ocurrence. The denitrification efficiency of the sawdust barrier was affected by the high pH observed in the effluent that crossed the BOF barrier, which perturbed the denitrifying bacteria performance. In CL, the vertical distribution of the ions was more regular. The samples from this system presented high levels of ammonium and DOC and low values for dissolved oxygen. For this case, the nitrification must happen in the unsaturated zone bellow the tank, so the nitrate formed can reach the groundwater.