Coordenação de Aperfeiçoamento de Pessoal de Nível Superior / Atualmente, uma das maiores preocupações da humanidade é com a disponibilidade e qualidade da água. A exploração inadequada das fontes acarreta a contaminação das águas superficiais e subterrâneas que se tornam um risco para a saúde pública. Dentre as fontes biológicas de contaminação da água, incluem-se as bactérias, que são responsáveis por inúmeras doenças, sendo frequentemente tratadas com antimicrobianos. O amplo uso de antimicrobianos na medicina humana e na produção animal tem resultado no aumento do número de bactérias comensais e patogênicas resistentes a agentes antimicrobianos, fato que nos últimos anos vem se tornando um dos principais problemas de saúde pública. O presente trabalho resulta do interesse pelo estudo da qualidade da água consumida pelos alunos de 20 escolas estaduais da rede pública de Boa Vista RR, bem como obter o perfil de resistência a antimicrobianos de bactérias isoladas a partir de diferentes amostras de águas, coletadas nessas escolas. No período de outubro de 2010 a abril de 2011, foram coletas 40 amostras de águas de torneiras das copas e 40 amostras de águas de bebedouros, as quais foram submetidas à avaliação microbiológica. A determinação dos coliformes totais e termotolerantes foi realizada por meio da técnica dos tubos múltiplos com 3 diluições e série de 5 tubos. Para a detecção de bactérias heterotróficas uso-se o método pour plate, de acordo com as normas preconizadas no Standard Methods for the Examination of Water and Wastwater. O isolamento e a identificação dos isolados bacteriano foi realizada no LACEN-RR utilizando-se a série bioquímica. Para a avaliação da resistência aos antimicrobianos, utilizou-se a metodologia de difusão de disco, seguindo as normas estabelecidas pelo CLSI. Das amostras de águas que recebem tratamento completo, 10% apresentaram resultados positivos para coliformes totais e nas amostras de água clorada, 20% apresentaram resultados positivos para coliformes totais e 2,5% resultado positivo para coliformes termotolerantes, o que as tornam imprópria para o consumo humano. A contagem de bactérias heterotróficas variou de 1,4 x 10 a 3,6 x 102 UFC/mL de água, não ultrapassando o estabelecido pela Portaria 518/2004/MS. Foram identificadas as seguintes bactérias Gram-negativas (66,7%): Acinetobacter spp., C. violacea, Cocobacilos spp., E. aerogenes, E. coli, K. ozaenae, Leptothrix ssp. e Bacilo Gram-negativo não fermentador de glicose, as bactérias Gram-positivas (33,3%), identificadas foram: B. subtilis, Micrococcus spp., S. aureus e Staphylococcus spp. Os resultados dos testes de sensibilidade aos antibióticos revelaram que a maioria das bactérias isoladas foi resistente a ampicilina (68,2%), 27,3% apresentaram resistência a oxacilina e 22,7% foram resistentes a eritromicina e meropenem. As cepas de S. aureus isoladas das amostras de águas apresentaram maior índice MAR (0,61) entre as bactérias Gram-positivas, enquanto que nas bactérias Gram-negativas, as cepas que apresentaram maior índice MAR foram as cepas de E. coli, com índice 0,61. Os resultados comprovam a ocorrência de instabilidade no padrão de qualidade da água fornecida a população de Boa Vista RR seja no tratamento, na distribuição ou no armazenamento da água. Além de constatar a presença de bactérias multirresistentes a antibióticos, o que representa risco à população. / One of the main concerns of humanity nowadays is water: its availability and its quality. An inadequate exploitation of the sources results in the contamination of both superficial and deep waters, which become a public health hazard. Bacteria are one of these biological sources of water contamination, responsible for countless diseases which are treated with antimicrobials. The widely spread use of antimicrobials in human medicine along with animal production had resulted in a steady increase in the number of pathogenic and commensal bacteria resistant to antimicrobial agents, which in recent years are becoming one of the main problems of public health. This paper is a result of an interest in studying the quality of water consumed by the students of 20 state schools of the public school system of Boa Vista RR, as well as trying to obtain a profile of antimicrobial resistance of the bacteria isolated in different water samples collected at these schools. Between October 2010 and April 2011, 40 water samples were collected from taps in lunchrooms, along with 40 samples from drinking wells, and all of them were submitted to microbiological examination. Using the multiple tubes technique, with 3 dilutions and a series of 5 tubes, we determined the total number of coliforms and thermotolerant coliforms. In agreement with the rules of the Standard Methods for the Examination of Water and Wastewater, the pour plate method was used at the CBio UFRR to detect heterotrophic bacteria. Isolation and identification of microorganisms was done at LACEN RR, using the biochemical series. In evaluating the resistance to antimicrobials, disk diffusion methods were used, in agreement with the established rules of the CLSI. In water samples that receive full treatment, 10% tested positive for total coliforms and, in chlorinated water samples, 20% tested positive for total coliforms and 2,5% for thermo-tolerant coliforms, which makes them inadequate for human consume. The counting of heterotrophic bacteria went from 1,4 x 10 to 3,6 x 10 CFU/mL of water, not surpassing what is established in the ordinance 518/2004/MS. The following Gram-negative bacteria (66,7%) were identified: Acinetobacter spp., C. violacea, Cocobacilos spp., E. aerogenes, E. coli, K. ozaenae, Leptothrix ssp. and Gram-negative glucose non fermenting bacillus. The Gram-positive bacteria identified were: B. subtilis, Micrococcus spp., S. aureus and Staphylococcus spp. The results of antibiotic sensibility tests revealed that most of the isolated bacteria were resistant to ampicilin (68,2%), 22,3% showed resistance to oxacilin and 22,7% were resistant to both eritromicin and meropenem. In Gram-positive bacteria, the growths of S. aureus isolated from water samples showed the greatest MAR index (0,61), while E. coli growths were the ones who showed the greatest MAR index in Gram-negative bacteria (also 6,1%). Results prove a great instability in the quality of water provided to the Boa Vista - RR population, being in its treatment, distribution or containment, as well as showing the presence of bacteria resistant to multiple antibiotics, which is a health hazard to the public.

Increasing nitrate concentration in ground water from improper disposal of sewage and excessive use of fertilizers is deleterious to human health as ingestion of nitrate contaminated water can cause methaemoglobinemia in infants and possibly cancer in adults. The permissible limit for nitrate in potable water is 45 mg/L. Unacceptable levels of nitrate in groundwater is an important environmental issue as nearly 80 % of Indian rural population depends on groundwater as source of drinking water. Though numerous technologies such as reverse osmosis, ion exchange, electro-dialysis, permeable reactive barriers using zero-valent iron exists, nitrate removal from water using affordable, sustainable technology, continues to be a challenging issue as nitrate ion is not amenable to precipitation or removable by mineral adsorbents. Tapping the denitrification potential of soil denitrifiers which are inherently available in the soil matrix is a possible sustainable approach to remove nitrate from contaminated drinking water. Insitu denitrification is a useful process to remove NO3–N from water and wastewater. In biological denitrification, nitrate ions function as terminal electron acceptor instead of oxygen; the carbon source serve as electron donor and the energy generated in the redox process is utilized for microbial cell growth and maintenance. In this process, microorganisms first reduce nitrate to nitrite and then produce nitric oxide, nitrous oxide, and nitrogen gas. The pathway for nitrate reduction can be written as: NO3-→ NO2-→ NO → N2O → N2. (i) Insitu denitrification process occurring in soil environments that utilizes indigenous soil microbes is the chosen technique for nitrate removal from drinking water in this thesis. As presence of clay in soil promotes bacterial activity, bentonite clay was mixed with natural sand and this mix, referred as bentonite enhanced sand (BES) acted as the habitat for the denitrifying bacteria. Nitrate reduction experiments were carried out in batch studies using laboratory prepared nitrate contaminated water spiked with ethanol; the batch studies examined the mechanisms, kinetics and parameters influencing the heterotrophic denitrification process. Optimum conditions for effective nitrate removal by sand and bentonite enhanced sand (BES) were evaluated. Heterotrophic denitrification reactors were constructed with sand and BES as porous media and the efficiency of these reactors in removing nitrate from contaminated water was studied. Batch experiments were performed at 40°C with sand and bentonite enhanced sand specimens that were wetted with nutrient solution containing 22.6 mg of nitrate-nitrogen and ethanol to give C/N ratio of 3. The moist sand and BES specimens were incubated for periods ranging from 0 to 48 h. During nitrate reduction, nitrite ions were formed as intermediate by-product and were converted to gaseous nitrogen. There was little formation of ammonium ions in the soil–water extract during reduction of nitrate ions. Hence it was inferred that nitrate reduction occurred by denitrification than through dissimilatory nitrate reduction to ammonium (DNRA). The reduction in nitrate concentration with time was fitted into rate equations and was observed to follow first order kinetics with a rate constant of 0.118 h-1 at 40°C. Results of batch studies also showed that the first order rate constant for nitrate reduction decreased to 5.3x10-2 h-1 for sand and 4.3 x10-2 h-1 for bentonite-enhanced sand (BES) at 25°C. Changes in pH, redox potential and dissolved oxygen in the soil-solution extract served as indicators of nitrate reduction process. The nitrate reduction process was associated with increasing pH and decreasing redox potential. The oxygen depletion process followed first order kinetics with a rate constant of 0.26 h-1. From the first order rate equation of oxygen depletion process, the nitrate reduction lag time was computed to be 12.8 h for bentonite enhanced sand specimens. Ethanol added as an electron donor formed acetate ions as an intermediate by-product that converted to bicarbonate ions; one mole of nitrate reduction generated 1.93 moles of bicarbonate ions that increased the pH of the soil-solution extract. The alkaline pH of BES specimen (8.78) rendered it an ideal substrate for soil denitrification process. In addition, the ability of bentonite to stimulate respiration by maintaining adequate levels of pH for sustained bacterial growth and protected bacteria in its microsites against the effect of hypertonic osmotic pressures, promoting the rate of denitrification. Buffering capacity of bentonite was mainly due to high cation exchange capacity of the clay. The presence of small pores in BES specimens increased the water retention capacity that aided in quick onset of anaerobiosis within the soil microsites. The biochemical process of nitrate reduction was affected by physical parameters such as bentonite content, water content, and temperature and chemical parameters such as C/N ratio, initial nitrate concentration and presence of indigenous micro-organisms in contaminated water. The rate of nitrate reduction process progressively increased with bentonite content but the presence of bentonite retarded the conversion of nitrite ions to nitrogen gas, hence there was significant accumulation of nitrite ions with increase in bentonite content. The dependence of nitrate reduction process on water content was controlled by the degree of saturation of the soil specimens. The rate of nitrate reduction process increased with water content until the specimens were saturated. The threshold water content for nitrate reduction process for sand and bentonite enhanced sand specimens was observed to be 50 %. The rate of nitrate reduction linearly increased with C/N ratio till steady state was attained. The optimum C/N ratio was 3 for sand and bentonite enhanced sand specimens. The activation energy (Ea) for this biochemical reaction was 35.72 and 47.12 kJmol-1 for sand and BES specimen respectively. The temperature coefficient (Q10) is a measure of the rate of change of a biological or chemical system as a consequence of increasing the temperature by 10°C. The temperature coefficient of sand and BES specimen was 2.0 and 2.05 respectively in the 15–25°C range; the temperature coefficients of sand and BES specimens were 1.62 and 1.77 respectively in the 25–40°C range. The rate of nitrate reduction linearly decreased with increase in initial nitrate concentration. The biochemical process of nitrate reduction was unaffected by presence of co-ions and nutrients such as phosphorus but was influenced by presence of pathogenic bacteria. Since nitrate leaching from agricultural lands is the main source of nitrate contamination in ground water, batch experiments were performed to examine the role of vadose (unsaturated soil) zone in the nitrate mitigation by employing sand and BES specimens with varying degree of soil saturation and C/N ratio as controlling parameters. Batch studies with sand and BES specimens showed that the incubation period required to reduce nitrate concentrations below 45 mg/L (t45) strongly depends on degree of saturation when there is inadequate carbon source available to support denitrifying bacteria; once optimum C/N ratio is provided, the rate of denitrification becomes independent of degree of soil saturation. The theoretical lag time (lag time refers to the period that is required for denitrification to commence) for nitrate reduction for sand specimens at Sr= 81 and 90%, C/N ratio = 3 and temperature = 40ºC corresponded to 24.4 h and 23.1 h respectively. The lag time for BES specimens at Sr = 84 and 100%, C/N ratio = 3 and temperature = 40ºC corresponded to 13.9 h and 12.8 h respectively. Though the theoretically computed nitrate reduction lag time for BES specimens was nearly half of sand specimens, it was experimentally observed that nitrate reduction proceeds immediately without any lag phase in sand and BES specimens suggesting the simultaneous occurrence of anaerobic microsites in both. Denitrification soil columns (height = 5 cm and diameter = 8.2 cm) were constructed using sand and bentonite-enhanced sand as porous reactor media. The columns were permeated with nitrate spiked solutions (100 mg/L) and the outflow was monitored for various chemical parameters. The sand denitrification column (packing density of 1.3 Mg/m3) showed low nitrate removal efficiency because of low hydraulic residence time (1.32 h) and absence of carbon source. A modified sand denitrification column constructed with higher packing density (1.52 Mg/m3) and ethanol addition to the influent nitrate solution improved the reactor performance such that near complete nitrate removal was achieved after passage of 50 pore volumes. In comparison, the BES denitrification column achieved 87.3% nitrate removal after the passage of 28.9 pore volumes, corresponding to 86 h of operation of the BES reactor. This period represents the maturation period of bentonite enhanced sand bed containing 10 % bentonite content. Though nitrate reduction is favored by sand bed containing 10 % bentonite, the low flow rate (20-25 cm3/h) impedes its use for large scale removal of nitrate from drinking water. Hence new reactor was designed using lower bentonite content of 5 % that required maturation period of 9.6 h. The 5 and 10 % bentonite-enhanced sand reactors bed required shorter maturation period than sand reactor as presence of bentonite contributes to increase in hydraulic retention time of nitrate within the reactor. On continued operation of the BES reactors, reduction in flow rate from blocking of pores by microbial growth on soil particles and accumulation of gas molecules was observed that was resolved by backwashing the reactors.

Thesis (M.Sc.(Chemistry)) -- University of Limpopo, 2022 / Water contamination caused by toxic elements has serious human health and ecological implications. The increasing quantity of toxic elements in surface and groundwater is currently an area of greater concern, especially since many industries are discharging their metal containing effluents into freshwater without any adequate treatment. The mineral dissolution in mining regions is highly enhanced by mining and smelting activities. The mine waste and drainage in areas surrounding mines have high levels of toxic element contamination above the permissible limits. Contamination of groundwater by toxic elements such as As, Fe, Mn, Al, Cr, Zn and Co due to operational activities of surrounding mines in the Sekhukhune district was reported by several researchers. Removal of toxic elements from contaminated water is a big challenge. The affected communities need to attain a safe water supply source for daily usage, hence there is an urgent need of technologies for the treatment of water supplies contaminated with these toxic elements to ensure the safety of potable water. The study was undertaken by modifying nitrogen-doped multi-walled carbon nanotubes (N-MWCNTs) and investigating the removal of chromium, nickel and lead from anthropogenic contaminated groundwater in the Sekhukhune area, in Limpopo. The as-prepared N-MWCNTs functionalised with metal oxide, thiol and amino functional groups are expected to increase the surface area of the nanocomposite, which can facilitate high adsorption of contaminants from water samples. The adsorption capabilities for the removal of these toxic elements by modified N MWCNTs nanocomposites were investigated in batch studies as a function of different parameters. The parameters studied included pH, contact time, adsorbent dosage, initial concentration, temperature, competing ions and reusability. The optimum condition was then acquired for removal of selected toxic elements from real water studies. The removal efficiencies of the as-prepared nanocomposites were pH dependent and the optimal pH values for adsorption was 5.5, 1.5, 11 and 6 at optimum contact time of 10, 80, 60 and 120 min and dosage of 0.30, 0.35, 0.05 and 0.6 g/L for Cr(III), Cr(VI), Ni(II) and Pb(II), respectively. The prepared nanocomposites were characterised using various techniques such as Fourier transform infrared (FTIR) spectroscopy, powder X-ray diffraction (PXRD), scanning electron microscopy (SEM), transmission electron microscopy (TEM), Brunauer-Emmet-Teller (BET) and thermogravimetric analysis (TGA). The FTIR analysis confirmed the presence of Fe3O4, -SH and -NH2 groups on the functionalised MWCNTs. The PXRD analysis further supported that the synthesized nanocomposites consisted of hexagonal graphite structure of MWCNTs. Furthermore, SEM and TEM results showed that the introduced functional groups were uniformly attached on the surface of the MWCNTs. The BET analysis indicated that the surface area of the modified MWCNTs nanocomposites increased significantly as compared to the acid treated MWCNTs. In addition, TGA showed that the M-MWCNTs (M = modified) nanocomposites possess high thermal stability. Raw N-MWCNTs showed higher stability as compared to oxidised N-MWCNTs, which decomposes at lower temperatures of 200 °C. No weight loss was observed below 800 °C for the hydrazine functionalised nanocomposites as compared to the triethylenetetramine (TETA)- substituted nanocomposites, which showed weight loss at 300 °C. Toxic elements in solutions before and after treatment were quantified using flame atomic absorption spectrometry (F-AAS). The adsorption isotherms of the as-prepared nanocomposites for chromium, nickel and lead removal fitted both the Langmuir and Freundlich model depending on the adsorbent used, which suggest that the adsorption process met both monolayer and heterogeneous adsorption. Thermodynamic analysis showed that the adsorption of Cr(III), Cr(VI), Ni(II) and Pb(II) ions are spontaneous and endothermic. The as-prepared nanocomposites showed an outstanding regeneration performance retaining over 50% toxic elements removal. Thus, the as prepared nanocomposites are promising for practical application in toxic element treatment. Analysis of the collected river and borehole water in Sekhukhune indicated that the concentration of total chromium, nickel and lead before treatment varied from (0.207 to 0.286 mg/L), (0.226 to 0.380 mg/L) and (3.301 to 8.017 mg/L), respectively which were above acceptable levels recommended by the South African National Standards (SANS), United States Environmental Protection Agency (USEPA) and World Health Organisation (WHO), i.e., 0.05 mg/L, 0.07 mg/L and 0.01 mg/L. After treatment, the nanocomposites were able to remove 100% of the metal ions from the water. TETA-functionalised nanocomposites showed greater removal efficiencies in comparison to the hydrazine-functionalised nanocomposites for all the studies done. / Water Research Commission (WRC)

M. Tech. (Department of Chemistry, Faculty of Applied and Computer Sciences), Vaal University of Technology. / The presence of organic and inorganic pollutants in aqueous environments is one of the major challenges confronting man. It is therefore important to develop sensitive, versatile and cheap techniques for their detection. Arsenic (III), 2-chlorophenol (2-CP) and sulfamethoxazole (SMX) are priority pollutants that pose health threats to humans and animals. This study was thus aimed at exploring two promising carbon nanomaterials as electrode modifiers for the electrochemical sensing of arsenic (III), 2-CP and SMX in water. Glassy carbon electrode (GCE) was modified with a nanocomposite of carbon dots (CDs) and graphitic carbon nitride (g-C3N4) and used as a sensor for the analytes in aqueous media. The CDs was prepared by a facile one-pot hydrothermal method using pine cone as the carbon source; g-C3N4 and g-C3N4/CDs nanocomposite were prepared via the microwave irradiation heating method. CDs, g-C3N4 and g-C3N4/CDs were dropped-dried on the surface of bare GCE. Transmission electron microscopy (TEM), X-ray diffraction (XRD) and Fourier transform infrared spectroscopy (FTIR) were used to characterize the prepared materials. GCE, g-C3N4/GCE, CDs/GCE and g-C3N4/CDs/GCE electrodes were electrochemically investigated by electrochemical impedance spectroscopy (EIS) and cyclic voltammetry (CV) using a ferrocyanide [Fe (CN) 6]3-/4- redox probe. The current and the reversibility of the redox probes were enhanced in the presence of modifiers. The electrochemical behavior of arsenic (III), 2-CP and SMX on different electrodes (GCE, CDs/GCE, g-C3N4/GCE and g-C3N4/CDs/GCE) were investigated by differential pulse voltammetry (DPV) under optimized conditions in a phosphate buffer solution (pH 7.6, 6 and 5 for 2-CP, As (III) and SMX respectively). The results demonstrated that the g-C3N4/CDs/GCE electrode significantly enhanced the oxidation peak current of all three analytes. The detection sensitivity of the analytes was greatly improved, suggesting that this new modified electrode has great potential in the determination of trace level of arsenic (III), 2-CP and SMX in water. The oxidation peak currents displayed a linear relationship to concentrations for 2-CP (0.5 - 2.5 μM, R2=0.958, n=5), arsenic (III) (2 - 10 μM R2=0.978, n=5) and SMX (0.3 - 1.3 μM R2=0.9906, n=5). The detection limits of 0.62 μM, 1.64 μM and 0.10 μM were obtained for 2-CP, arsenic and SMX, respectively. Phenol and 4-chloro-3-methyl-phenol were found to interfere with the detection of 2-CP, while, Cu2+, Zn2+, Pb2+ and Cd2+ were the only significant ions that interfered with the electrochemical detection of arsenic (III). EDTA was used as a ligand to mask the interference effects of copper, cadmium, lead and zinc on arsenic sensing. The modified electrode (g-C3N4/CDs/GCE) was used to determine arsenic, 2-CP and SMX in spiked tap and effluent water samples by the standard addition method and the results showed percentage recoveries varying from 93-118% for 2-CP, 98-100% for arsenic and 80-105% for SMX. The outcomes of this study established that the nanocomposite material represents an easy and sensitive sensing platform for the monitoring of arsenic (III), 2-CP and SMX in aqueous media.

Ph. D. (Department of Chemistry, Faculty of Applied and Computer Sciences), Vaal University of Technology. / Aromatic organic contaminants are difficult to biodegrade, and thus effective green technologies are required to remove these pollutants from the ecosystem. Tetracycline antibiotic, an organic water pollutant, can be degraded by heterogeneous photocatalysis using an appropriate catalyst, with capability in converting the visible light energy into active species. The thesis focused on silver nanoparticles anchored on silver bromide (Ag/AgBr) as a plasmonic catalyst dispersed on activated carbon (ACK), were used as a photocatalyst (AABR-ACK) in tetracycline removal. The aim is to develop a catalyst that is active in low intensity visible light, whilst the addition of activated carbon will increase the light absorption and separate the charge pairs, after the photocatalyst has been excited by the visible light. The activated carbons were derived from pinecone pyrolyzed in a microwave. The pinecone mass to potassium hydroxide impregnation ratio and microwave pyrolysis time influenced the activated carbon properties. An impregnation ratio of 2.24 and microwave pyrolysis time of 16 minutes at constant microwave power of 400 W yielded the activated carbon with the best-developed porous structure and electrochemical properties. This activated carbon was used during the optimisation of the Ag/AgBr activated carbon (AABR-ACK) catalysts preparation using a thermal polyol precipitation method and response surface methodology. The most active catalyst was the AABR-ACK 11 obtained by a preparation temperature of 140 ºC, time (17.50 minutes), mass of surfactant and activated carbon (0.26 g and 0.03 g) respectively. This catalyst had an ordered nanospheres morphology, reduced electron-hole recombination rate, better electrochemical properties and exhibited enhanced activity on the tetracycline antibiotic removal in comparison to other Ag/AgBr activated carbon catalysts. A percentage degradation of 92% was obtained in 180 minutes were obtained with the AABR-ACK 11 catalyst. The photocatalyst prepared using the best activated carbon derived from pinecone developed in this study was compared to photocatalysts prepared using commercial activated carbon and biochar. The Ag/AgBr activated carbon catalysts using pinecone-derived activated carbon degraded the tetracycline to 92%, which is significantly higher than the percentage degradations (80% and 74%) for the catalyst prepared using commercial activated carbon and biochar catalysts respectively. The higher activity of the Ag/AgBr activated carbon catalysts using pinecone-derived activated carbon was due to the conductive attributes of the catalyst support for accelerated transfer of photo-induced electrons. The Ag/AgBr activated carbon catalysts using pinecone- derived activated carbon also exhibited better performance on tetracycline removal when compared to photocatalysts reported in literature. Two catalyst preparation methods, thermal polyol and deposition precipitation, were compared. The thermal polyol method yielded a more active catalyst for the degradation of the tetracycline in comparison to the deposition precipitation method. The degradation reaction conditions such as pH, light intensity and degradation temperature influenced the rate of the reaction. The highest rate of degradation was obtained at a pH of seven, white light and 40 ºC temperature. The intermediate products formed because of hydroxylation, deamination, demethylation and dehydration during the photocatalytic degradation of tetracycline antibiotics were identified using liquid chromatography mass spectrometer. Quenching experiments with hydroxyl, hole, and superoxide anion species showed that the most important radical responsible for the tetracycline degradation was the superoxide anion radical.

Heart Failure is a leading cause of death and disability worldwide. The identification of risk factors of heart failure in healthy individuals is key to improve disease prevention and reduce mortality. Metals exposures are recently established cardiovascular disease risk factors, but their association with heart failure remains understudied and prospective studies across diverse populations are needed. Metals are widespread in the environment, some of the sources of exposure include drinking water, air, and soil contamination. Some population groups, particularly American Indian, Hispanic/Latino, and Black communities in the United States are exposed to higher levels of environmental metals as a result of sociodemographic and structural factors including structural racism. These population groups suffer a higher burden of heart failure compared to White populations. Importantly, the burden of heart failure in American Indian communities in the United States, a population group with high rates of diabetes, hypertension, and other cardiovascular disease risk factors, is underreported, and key risk factors of heart failure in these population groups remain understudied. This dissertation characterized relevant risk factors of heart failure in American Indian participants from the Strong Heart Study. Towards the goal of identifying novel preventable cardiovascular disease risk factors, it comprehensively assessed the sources of exposure and biomarkers for multiple non-essential and essential metals with a focus on characterizing drivers of disparities in drinking water metal concentrations. Then, it evaluated the role of exposure to multiple metals (individually and as a mixture) on the risk of heart failure and overall cardiovascular disease and all-cause mortality, leveraging three geographically and racially and ethnically diverse population-based cohorts: the Multi-Ethnic Study of Atherosclerosis (MESA), the Strong Heart Study (SHS), and the Hortega cohort. Last, it identified and evaluated new opportunities for the mitigation of metal toxicity through nutritional interventions. Chapter 1 provides background information about heart failure epidemiology and pathophysiology, the role of environmental metals on cardiovascular disease, and introduces the dissertation framework necessary to contextualize the work included in this dissertation. Chapter 2 estimated the incidence of heart failure in the SHS, a large epidemiological cohort of American Indian adults from Arizona, Oklahoma, North Dakota, and South Dakota, followed from 1989-1991 through 2019. A parsimonious heart failure-risk prediction equation that accounts for relevant cardiovascular risk factors affecting American Indian communities was developed. The incidence rate of heart failure was 9.5 per 1,000 person-years, with higher rates across participants with diabetes, hypertension, and albuminuria. Significant predictors for heart failure risk at 5 and 10 years included age, smoking, albuminuria, and previous myocardial infarction. Diabetes diagnosis and higher levels of HbA1c were significant predictors of risk at 10 and 28 years. Models achieved a high discrimination performance (C-index (95%CI): 0.81 (0.76, 0.84) at 5 years, 0.78 (0.75, 0.81) at 10 years, and 0.77 (0.74, 0.78) up to 28 years), and some associations varied across HF subtypes. Chapter 3 developed a comprehensive overview of the main sources and routes of exposure, biotransformation, and biomarkers of exposure and internal dose for 12 metals/metalloids, including 8 non-essential elements (arsenic, barium, cadmium, lead, mercury, nickel, tin, uranium) and 4 essential elements (manganese, molybdenum, selenium, and zinc), providing a set of recommendations for the use and interpretation of metal biomarkers in epidemiological studies. Chapter 4 conducted the first nationwide geospatial analysis identifying racial/ethnic inequalities in arsenic and uranium concentrations in public drinking water across the conterminous United States using geospatial models. The association between county-level racial/ethnic composition and public water arsenic and uranium concentrations (2000-2011)was assessed. Higher proportions of Hispanic/Latino and American Indian/Alaskan Native residents were associated with 6% (95% CI: 4-8%), and 7% (3-11%) higher levels of arsenic, and 17% (13-22%), and 2% (-4-8%), higher levels of uranium, respectively, in public drinking water, after accounting for relevant social and geological indicators. Higher county-level proportions of non-Hispanic Black residents were associated with higher arsenic and uranium in the Southwest, where concentrations of these contaminants are high. These findings identified the key role of structural racism as driver of drinking water metal concentrations inequalities. Chapter 5 evaluated the prospective association between urinary metal levels, a established biomarker of internal dose, and incident heart failure across three geographically and ethnically/racially diverse cohorts: MESA and SHS in the United States, and the Hortega Study in Spain. These findings consistently identified significant associations across cohorts for cadmium (pooled hazard ratio: 1.15 (95% CI: 1.07, 1.24), tungsten (1.07 (1.02, 1.12)), copper (1.31 (1.18, 1.45)), molybdenum (1.13 (1.05, 1.22)), and zinc (1.22 (1.14, 1.32))). Higher levels of urinary metals analyzed as a mixture were significantly associated with increased incident heart failure risk in MESA and SHS, and non-significantly increased in the Hortega Study, which has a smaller number of events. Chapter 6 assessed the prospective association of urinary metals with incident cardiovascular disease and all-cause mortality in MESA, including a total of 6,599 participants at baseline (2000-2001), followed through 2019. Significant associations between higher levels of urinary cadmium, tungsten, uranium, cobalt, copper, and zinc, and higher risk of CVD and all-cause mortality were identified. A positive linear dose-response was identified for cadmium and copper with both endpoints. The adjusted HRs (95%CI) for an interquartile range (IQR) increase in the mixture of these six urinary metals and the correspondent 10-year survival probability difference (95% CI) were 1.29 (1.11, 1.56), and -1.1% (-2.0, -0.05) for incident CVD and 1.66 (1.47, 1.91), and -2.0% (-2.6, -1.5) for all-cause mortality. Chapter 7 investigated the effects of a nutritional intervention with folic acid (FA) and B12 supplementation on arsenic methylation in children exposed to high levels of drinking water arsenic in Bangladesh. The randomized controlled trial included a total of 240 children 8-11 years old. Compared to placebo, the supplementation group experienced a significant increase in the concentration of blood DMA, a non-toxic arsenic metabolite, by 14.0% (95%CI: 5.0, 25.0) and blood secondary methylation index (DMAs/MMAs) by 0.19 (95%CI: 0.09, 0.35). Similarly, there was a 1.62% (95%CI: 0.43, 2.83) significantly higher urinary %DMAs and -1.10% (CI: -1.73, -0.48) significantly lower urinary %MMAs compared to placebo group after 1 week. These results confirmed that FA+B12 supplementation increases arsenic methylation in children as reflected by decreased MMAs and increased DMAs in blood and urine. Altogether, the findings presented in this dissertation consistently identify the role of urinary metals as robust risk factors of heart failure, overall cardiovascular disease and all-cause mortality across diverse populations. With consistent findings across multiple assessments of the dose response relationship and mixture approaches. Additionally, this dissertation work contributes to address disparities in environmental exposures and heart failure burden, respectively, by characterizing the impact of structural racism drinking water metal exposures disparities and identifying relevant risk factors of heart failure in American Indian populations who are historically underrepresented in epidemiological cohorts. Last, this dissertation identifies the role of folic acid and B12 supplementation to reduce arsenic toxicity in children. These findings have direct clinical and policy implications, as they can inform the development of novel clinical guidelines to incorporate environmental factors in clinical risk prediction, and they can inform drinking water regulation and infrastructure efforts to support at risk communities and inform population-level nutritional recommendations and policies.

Although products of coal combustion (PCCs) such as coal ash are currently exempted from classification as a hazardous waste in the United States under the 1976 Resource Conservation and Recovery Act (RCRA), the U.S. Environmental Protection Agency (EPA) is now revising a proposed rule to modify disposal practices for these materials in order to prevent contamination of ground- and surface water sources by leached trace elements. This paper analyzes several aspects of EPA’s scientific reasoning for instating the rule, with the intent of answering the following questions: 1) Are EPA’s cited values for PCC production and disposal accurate estimates of annual totals?; 2) In what ways can EPA’s leaching risk modeling assessment be improved?; 3) What is the total quantity of trace elements contained within all PCCs disposed annually?; and 4) What would be the potential costs and feasibility of reclassifying PCCs not under RCRA, but under existing NRC regulations as low-level radioactive waste (LLRW)? Among the results of my calculations, I found that although EPA estimates for annual PCC disposal are 20% larger than industry statistics, these latter values appear to be closer to reality. Second, EPA appears to have significantly underestimated historical PCC disposal: my projections indicate that EPA’s maximum estimate for the quantity of fly ash landfilled within the past 90 years was likely met by production in the last 30 years alone, if not less. Finally, my analysis indicates that while PCCs may potentially meet the criteria for reclassification as low-level radioactive waste by NRC, the cost of such regulation would be many times that of the EPA June proposed disposal rule ($220-302 billion for PCCs disposed in 2008 alone, versus $1.47 billion per year for the Subtitle C option and $236-587 million for Subtitle D regulatory options). / text

This research focused on evaluating and comparing the perceptions, water-use behaviour, water conservation awareness and overall water stewardship of participants residing in Hammanskraal and Atteridgeville who have experienced intermittent water supply in their domestic households – due to either water contamination incidents caused by dilapidated infrastructure or water restrictions implemented by the City of Tshwane Metropolitan Municipality during the 2016–2017 drought in the Gauteng Province. The research concluded that the municipality needs to implement proactive water conservation awareness initiatives on an ongoing basis to reduce high water demands and to create a culture of water stewardship, especially in Atteridgeville. Transparent communication is also required from the municipality to instil the necessary trust among the public. It is recommended that the municipality attends to water leaks and ongoing complaints from the public timeously to reduce the current apathy from the public against reporting water-related issues and to ultimately ensure compliance to water restrictions. / Hierdie navorsing fokus op die evaluering en vergelyking van deelnemers wat in Hammanskraal en Atteridgeville woon se persepsies, waterverbruiksgedrag, waterbewaringsbewustheid en algehele waterrentmeesterskap, wat onderbroke watervoorsiening in hulle huishoudings ervaar het – as gevolg van waterbesoedelingsvoorvalle wat deur vervalle infrastruktuur veroorsaak is en waterbeperkings wat deur die Stad Tshwane Metropolitaanse Munisipaliteit gedurende die 2016 tot 2017-droogte in Gauteng ingestel is. Die navorsing het tot die gevolgtrekking gekom dat die munisipaliteit proaktiewe waterbewaringsbewustheidsinisiatiewe op ’n deurlopende grondslag moet implementeer om hoë wateraanvraag te verminder en ’n kultuur van waterrentmeesterskap, veral in Atteridgeville, te skep. Deursigtige kommunikasie word ook van die munisipaliteit vereis om die nodige vertroue by die publiek te kweek. Daar word aanbeveel dat die munisipaliteit betyds aandag aan waterlekkasies en deurlopende klagtes van die publiek sal gee om die huidige onverskilligheid van die publiek by die aanmeld van waterverwante aangeleenthede te verminder en om uiteindelik te verseker dat die publiek die waterbeperkings eerbiedig. / Patlisiso ena e ne e tsepame hodima ho lekola le ho bapisa maikutlo, boitshwaro ba tshebediso ya metsi, tsebo ka poloko ya metsi le tlhokomelo e akaretsang ya metsi ke bankakarolo ba dulang Hammanskraal le Atteridgeville ba bileng le phepelo ya metsi e kgaohang malapeng a bona – e ka ba ka lebaka la diketsahalo tsa tshilafatso ya metsi e bakilweng ke dipeipi tse senyehileng kapa ho kgaolwa ha metsi ho kentsweng tshebetsong ke Masepala wa Motsemoholo wa Metropolitan wa Tshwane nakong ya komello ya 2016–2017 porofenseng ya Gauteng. Patlisiso e fumane hore masepala o hloka ho kenya tshebetsong matsholo a ho atisa tsebo ka poloko ya metsi ka mokgwa o tswellang e le ho fokotsa tlhokeho e phahameng ya metsi le ho theha ditlwaelo tsa tlhokomelo ya metsi, haholo ho la Atteridgeville. Ho boetse ho hlokeha puisano e hlakileng e nang le ponaletso ho tswa ho masepala e le hore setjhaba se be le tshepo ho ona. Ho kgothaletswa hore masepala a sebetsane le diketsahalo tsa ho dutla ha metsi le ditletlebo tse tswellang tse tswang ho setjhaba ka potlako e le ho fokotsa maikutlo a ho tsotelle a tswang ho setjhaba mabapi le ho tlaleha mathata a amanang le metsi le ho netefatsa hore batho ba latela melawana ya phokotso ya metsi. / Geography / M. Sc. (Geography)