Este trabalho, propõe nova tecnologia para tratamento de efluentes gerados pelas indústrias de laticínios. Atualmente este tipo de efluente, quando tratado, utiliza o processo biológico para reduzir a carga orgânica, contudo, este método, algumas vezes, não garante a remoção completa dos compostos orgânicos. Assim, é sugerido a utilização de argila bentonitica sódica para a adsorção da lactose como tratamento terciário do efluente da indústria de laticínios. A comprovação deste evento assim como sua quantificação foi realizada através de duas técnicas distintas: análise térmica e difração de raios-X. Os resultados obtidos foram positivos, pois comprovou-se não só a adsorção como também a absorção do material orgânico, no caso, a lactose na argila avaliada. Verificou-se a capacidade da argila bentonitica de Wyoming ab-adsorver até 50% da lactose. Assim, este trabalho oferece alternativa para o tratamento terciário do efluente das indústrias de laticínios. / This work considers new technology for effluent treatment generated by the dairy industries. Currently this type of effluent, when treated, uses the biological process to reduce the organic load, however, this method, some times, does not guarantee the complete removal of organic composites. Thus, the sodium bentonite use is suggested for the adsorption of the lactose as tertiary treatment of the effluent one of the dairy industry. The evidence of this event as well as its quantification was carried through two distinct techniques: thermal analysis and x-ray diffraction. The gotten results had been positive, therefore the adsorption not only proved the absorption of the organic material, in the case, the lactose in the evaluated clay. It was verified capacity of the Wyoming bentonite of to ab-adsorption up to 50% of the lactose. Therefore, this work offers alternative for the tertiary effluent treatment of the dairies industries.

Este trabalho, propõe nova tecnologia para tratamento de efluentes gerados pelas indústrias de laticínios. Atualmente este tipo de efluente, quando tratado, utiliza o processo biológico para reduzir a carga orgânica, contudo, este método, algumas vezes, não garante a remoção completa dos compostos orgânicos. Assim, é sugerido a utilização de argila bentonitica sódica para a adsorção da lactose como tratamento terciário do efluente da indústria de laticínios. A comprovação deste evento assim como sua quantificação foi realizada através de duas técnicas distintas: análise térmica e difração de raios-X. Os resultados obtidos foram positivos, pois comprovou-se não só a adsorção como também a absorção do material orgânico, no caso, a lactose na argila avaliada. Verificou-se a capacidade da argila bentonitica de Wyoming ab-adsorver até 50% da lactose. Assim, este trabalho oferece alternativa para o tratamento terciário do efluente das indústrias de laticínios. / This work considers new technology for effluent treatment generated by the dairy industries. Currently this type of effluent, when treated, uses the biological process to reduce the organic load, however, this method, some times, does not guarantee the complete removal of organic composites. Thus, the sodium bentonite use is suggested for the adsorption of the lactose as tertiary treatment of the effluent one of the dairy industry. The evidence of this event as well as its quantification was carried through two distinct techniques: thermal analysis and x-ray diffraction. The gotten results had been positive, therefore the adsorption not only proved the absorption of the organic material, in the case, the lactose in the evaluated clay. It was verified capacity of the Wyoming bentonite of to ab-adsorption up to 50% of the lactose. Therefore, this work offers alternative for the tertiary effluent treatment of the dairies industries.

MENVSC / Department of Ecology and Resource Management / See the attached abstract below

PhDENV / Department of Ecology and Resource Management / See the attached abstract below

Submitted by Johnny Rodrigues (johnnyrodrigues@ufcg.edu.br) on 2018-04-06T20:35:55Z No. of bitstreams: 1 ILIANA DE OLIVEIRA GUIMARÃES - TESE PPG-CEMat 2014..pdf: 50160837 bytes, checksum: 767ec5c57ef7319ccbd6b2d10571ff53 (MD5) / Made available in DSpace on 2018-04-06T20:35:55Z (GMT). No. of bitstreams: 1 ILIANA DE OLIVEIRA GUIMARÃES - TESE PPG-CEMat 2014..pdf: 50160837 bytes, checksum: 767ec5c57ef7319ccbd6b2d10571ff53 (MD5) Previous issue date: 2014-08-29 / Capes / O processo Bayer, utilizado para a obtenção de alumina, usa bauxita como matériaprima. Este processo abrange quatro estágios: digestão, clarificação, precipitação e calcinação. O resíduo gerado na etapa de calcinação é um produto com pequeno tamanho de partícula, conhecido como ESP dust. Esta pesquisa teve como objetivo desenvolver membranas cerâmicas tubulares utilizando em sua composição o ESP dust, um pó de alumina do precipitador eletrostático, e uma argila bentonítica. Inicialmente, foi realizada a caracterização dos precursores. Foram analisadas duas amostras do resíduo, uma do resíduo bruto e outra do resíduo calcinado a 1200°C. Essas amostras apresentaram um alto teor de alumina nas suas composições químicas. As fases gibbsita e α-alumina foram identificadas no resíduo bruto e, após sua calcinação, a gibbsita foi totalmente transformada em α-alumina. Observou-se que não houve alterações significativas no tamanho e morfologia das partículas após a calcinação, mas durante este processo, as partículas tornaram-se porosas, provavelmente devido às mudanças de fase cristalina da alumina e a saída de água dos cristais. Dentre vinte formulações diferentes testadas para produzir membranas cerâmicas, quatro composições apresentaram os melhores resultados com relação ao processamento por extrusão: duas composições com o resíduo bruto e duas com o resíduo calcinado. Neste trabalho, as membranas tubulares compostas pelo resíduo de alumina e pela argila bentonítica foram produzidas por extrusão e foram sinterizadas a 900, 1000 e 1100°C. Foi observado que as membranas produzidas apresentaram superfícies com poros distribuídos. A porosidade aparente variou entre 47,70% (composição com 60% de resíduo calcinado e 40% de argila bentonítica sinterizada a 1000°C) e 58,40% (composição com 70% de resíduo bruto e 30% de argila bentonítica sinterizada a 1000°C). Foram realizados ensaios de fluxo tangencial com água deionizada em pressões de 1,0; 1,5 e 2,0 Bar. O maior fluxo permeado (909,24L/h.m2) foi observado para as membranas feitas da composição contendo 70% de resíduo bruto e 30% de argila bentonítica sinterizadas a 1100°C, aplicando pressão de 1 Bar. / The Bayer process uses bauxite as raw material to obtain alumina. This process includes four stages: digestion, clarification, precipitation and calcination. The waste generated during the calcination step is a product with small particle size, known as ESP dust. This research aimed to develop tubular ceramic membranes using in its composition the ESP dust, an alumina powder from electrostatic precipitator, and a bentonite clay. Initially, the characterization of the precursors was performed. Two samples were studied, one from crude residue and other from calcined residue at 1200°C. These samples showed a high content of alumina in chemical compositions. The gibbsite and α-alumina phases were identified in crude residue and after calcination gibbsite was completely transformed into α-alumina. Were observed no significant changes in particles size and morphology after calcination, but during this process, the particles become porous, probable due changes in crystalline phase of alumina and the water outlet of crystals. Among twenty different formulations tested to produce ceramic membranes, four compositions showed better results with regard to the extrusion processing: two compositions with crude residue and two with calcined residue. In this paper, tubular membranes produced from alumina residue and bentonite clay were sintered at 900, 1000 and 1100°C. It was observed that the produced membranes had surfaces with distributed pores. The apparent porosity was between 47.70% (composition with 60% of calcined residue and 40% of bentonite clay sintered at 1000°C) and 58.40% (composition with 70% of crude residue and 30% of bentonite clay sintered at 1000°C). Tangential flow tests were performed with deionized water at pressures of 1.0; 1.5 and 2.0 Bar. Higher permeate flow rate (909,24L/h.m2) was observed for membranes made of a composition containing crude residue (70%) and bentonite clay (30%) sintered at 1100°C, applying pressure of 1 bar.

Deep geological repository (DGR) for disposal of high-level radioactive waste (HLW) is designed to rely on successive superimposed barrier systems to isolate the waste from the biosphere. This multiple barrier system comprises the natural geological barrier provided by the repository host rock and its surrounding and an engineered barrier system (EBS). The EBS represents the synthetic, engineered materials placed within the natural barrier, comprising array of components such as waste form, waste canisters, buffer materials, backfill and seals. The buffer will enclose the waste canisters from all directions and act as a barrier between canisters and host rock of the repository. It is designed to stabilise the evolving thermo-hydro-mechanical-chemical stresses in the repository over a long period (nearly 1000 years) to retard radionuclides from reaching biosphere. Bentonite clay or bentonite-sand mix have been chosen as buffer materials in EBS design in various countries pursuing deep geological repository method. The bentonite buffer is the most important barrier among the other EBS components for a geological repository. The safety of repository depends to a large extent on proper functioning of buffer over a very long period of time during which it must remain physically, chemically and mineralogically stable. The long term stability of bentonite buffer depends on varying temperature and evolution of groundwater composition of host rocks in a complex way. The groundwater in the vicinity of deep crystalline rock is often characterized by high solute concentrations and the geotechnical engineering response of bentonite buffer could be affected by the dissolved salt concentration of the inflowing ground water. Also during the initial period, radiogenic heat produced in waste canisters would radiate into buffer and the heat generated would lead to drying and some shrinkage of bentonite buffer close to canister. This could alter the dry density, moisture content and in turn the hydro-mechanical properties of bentonite buffer in DGR conditions. India has variety of bentonite deposits in North-Western states of Rajasthan and Gujarat. Previous studies on Indian bentonites suggest that bentonite from Barmer district of Rajasthan (termed as Barmer-1 bentonite) is suitable to serve as buffer material in DGR conditions. Nuclear power agencies of several countries have identified suitable bentonites for use as buffer in DGR through laboratory experiments and large scale underground testing facilities. Physico-chemical, mineralogical and engineering properties of Kunigel VI, Kyungju, GMZ, FoCa clay, MX-80, FEBEX and Avonseal bentonites have been extensively studied by Japan, South Korea, China, Belgium, Sweden, Spain, Canada. It is hence essential to examine the suitability of Barmer-1 bentonite as potential buffer in DGR and compare its physico-chemical and hydromechanical properties with bentonite buffers identified by other countries. The significant factors that impact the long-term stability of bentonite buffer in DGR include variations in moisture content, dry density and pore water chemistry. With a view to address these issues, the hydromechanical response of 70 % Barmer-1 bentonite + 30 % river sand mix (termed bentonite enhanced sand, BES specimens) under varying moisture content, dry density and pore water salt concentration conditions have been examined. The broad scope of the work includes: 1) Characterise the physico-chemical and hydro-mechanical properties of Barmer-1 bentonite from Rajasthan, India and compare its properties with bentonite buffers reported in literature. 2) Examine the influence of variations in dissolved salt concentration (of infiltrating solution), dry density and moisture content of compacted BES specimens on their hydro-mechanical response; the hydro-mechanical properties include, swell pressure, soil water characteristic curve (SWCC), unsaturated hydraulic conductivity, moisture diffusivity and unconfined compression strength. Organization of thesis: After the first introductory chapter, a detailed review of literature is performed to highlight the need for detailed characterisation of physico-chemical and hydromechanical properties of Barmer-1 bentonite for its possible application in DGR in the Indian context. Further, existing literature on hydro-mechanical response of bentonite buffer to changes in physical (degree of saturation/moisture content, dry density) and physico-chemical (solute concentration in pore water) is reviewed to define the scope and objectives of the present thesis in Chapter 2. Chapter 3 presents a detailed experimental programme of the study. Chapter 4 characterises Barmer-1 bentonite for physico-chemical (cation exchange capacity, pore water salinity, exchangeable sodium percentage) and hydro-mechanical properties, such as, swell pressure, saturated permeability, soil water characteristic curve (SWCC) and unconfined compression strength. The properties of Barmer-1 bentonite are compared with bentonite buffers reported in literature and generalized equations for determining swell pressure and saturated permeability coefficient of bentonite buffers are arrived at. Chapter 5 describes a method to determine solute concentrations in the inter-lamellar and free-solutions of compacted BES (bentonite enhanced sand) specimens. The solute concentrations in micro and macro pore solutions are used to examine the role of osmotic flow on swell pressures developed by compacted BES specimens (dry density 1.50-2.00 Mg/m3) inundated with distilled water and NaCl solutions (1000-5000 mg/L). The number of hydration layers developed by the compacted BES specimens on inundation with salt solutions in constant volume swell pressure tests is controlled by cation hydration/osmotic flow. The cation hydration of specimens compacted to dry density of 2.00 Mg/m3 is mainly driven by matric suction prevailing in the clay microtructure as the number of hydration layers developed at wetting equilibrium are independent of the total dissolved solids (TDS) of the wetting solution. Consequently, the swell pressures of specimens compacted to 2.00 Mg/m3 were insensitive to the salt concentration of the inundating solution. The cation hydration of specimens compacted to dry density of 1.50 Mg/m3 is driven by both matric suction (prevailing in the clay micro-structure) and osmotic flow as the number of hydration layers developed at wetting equilibrium is sensitive to the TDS of the wetting solution. Expectedly, the swell pressures of specimens compacted to 1.50 Mg/m3 responded to changes in salt concentration of the inundating solution. The 1.75 Mg/m3 specimens show behaviour that is intermediate to the 1.50 and 2.00 Mg/m3 series specimens. Chapter 6 examines the influence of initial degree of saturation on swell pressures developed by the compacted BES specimens (dry density range: 1.40- 2.00 Mg/m3) on wetting with distilled water from micro-structural considerations. The micro-structure of the bentonite specimens are examined in the compacted and wetted states by performing X-ray diffraction measurements. The initial degree of saturation is varied by adding requisite amount of distilled water to the oven-dried BES mix and compacting the moist mixes to the desired density. The montmorillonite fraction in the BES specimens is responsible for moisture absorption during compaction and development of swell pressure in the constant volume oedometer tests. Consequently, it was considered reasonable to calculate degree of saturation based on EMDD (effective montmorillonite dry density) values and correlate the developed swell pressure values with degree of saturation of montmorillonite voids (Sr,MF). XRD measurements with compacted and wetted specimens demonstrated that if specimens of density series developed similar number of hydration layers on wetting under constant volume condition they exhibited similar swell pressures, as was the case for specimens belonging to 1.40 and 1.50 Mg/m3 series. With specimens belonging to 1.75 and 2.00 Mg/m3 series, greater number of hydration layers were developed by specimens that were less saturated initially (smaller initial Sr,MF) and consequently such specimens developed larger swell pressures. When specimens developed similar number of hydration layers in the wetted state, the compaction dry density determined the swell pressure. Chapter 7 examines the influence of salt concentration of infiltrating solution (sodium chloride concentration ranges from 1000- 5000 mg/L) on SWCC relations, unsaturated permeability and moisture diffusivity of compacted BES specimens. Analysis of the experimental and Brooks and Corey best fit plots revealed that infiltration of sodium chloride solutions had progressively lesser influence on the micro-structure and consequently on the SWCC relations with increase in dry density of the compacted specimens. The micro-structure and SWCC relations of specimens compacted to 1.50 Mg/m3 were most affected, specimens compacted to 1.75 Mg/m3 were less affected, while specimens compacted to 2.00 Mg/m3 were unaffected by infiltration of sodium chloride solutions. Variations in dry density of compacted bentonite impacts the pore space available for moisture flow, while, salinity of wetting fluid impacts the pore structure from associated physico-chemical changes in clay structure. Experimental results showed that the unsaturated permeability coefficient is insensitive to variations in dry density and solute concentration of wetting liquid, while, the effective hydraulic diffusivity is impacted by variations in these parameters. Chapter 8 summarises the major findings of the study.

Deep geological repository (DGR) for disposal of high-level radioactive waste (HLW) is designed to rely on successive superimposed barrier systems to isolate the waste from the biosphere. This multiple barrier system comprises the natural geological barrier provided by the repository host rock and its surrounding and an engineered barrier system (EBS). The EBS represents the synthetic, engineered materials placed within the natural barrier, comprising array of components such as waste form, waste canisters, buffer materials, backfill and seals. The buffer will enclose the waste canisters from all directions and act as a barrier between canisters and host rock of the repository. It is designed to stabilise the evolving thermo-hydro-mechanical-chemical stresses in the repository over a long period (nearly 1000 years) to retard radionuclides from reaching biosphere. Bentonite clay or bentonite-sand mix have been chosen as buffer materials in EBS design in various countries pursuing deep geological repository method. The bentonite buffer is the most important barrier among the other EBS components for a geological repository. The safety of repository depends to a large extent on proper functioning of buffer over a very long period of time during which it must remain physically, chemically and mineralogically stable. The long term stability of bentonite buffer depends on varying temperature and evolution of groundwater composition of host rocks in a complex way. The groundwater in the vicinity of deep crystalline rock is often characterized by high solute concentrations and the geotechnical engineering response of bentonite buffer could be affected by the dissolved salt concentration of the inflowing ground water. Also during the initial period, radiogenic heat produced in waste canisters would radiate into buffer and the heat generated would lead to drying and some shrinkage of bentonite buffer close to canister. This could alter the dry density, moisture content and in turn the hydro-mechanical properties of bentonite buffer in DGR conditions. India has variety of bentonite deposits in North-Western states of Rajasthan and Gujarat. Previous studies on Indian bentonites suggest that bentonite from Barmer district of Rajasthan (termed as Barmer-1 bentonite) is suitable to serve as buffer material in DGR conditions. Nuclear power agencies of several countries have identified suitable bentonites for use as buffer in DGR through laboratory experiments and large scale underground testing facilities. Physico-chemical, mineralogical and engineering properties of Kunigel VI, Kyungju, GMZ, FoCa clay, MX-80, FEBEX and Avonseal bentonites have been extensively studied by Japan, South Korea, China, Belgium, Sweden, Spain, Canada. It is hence essential to examine the suitability of Barmer-1 bentonite as potential buffer in DGR and compare its physico-chemical and hydromechanical properties with bentonite buffers identified by other countries. The significant factors that impact the long-term stability of bentonite buffer in DGR include variations in moisture content, dry density and pore water chemistry. With a view to address these issues, the hydromechanical response of 70 % Barmer-1 bentonite + 30 % river sand mix (termed bentonite enhanced sand, BES specimens) under varying moisture content, dry density and pore water salt concentration conditions have been examined. The broad scope of the work includes: 1) Characterise the physico-chemical and hydro-mechanical properties of Barmer-1 bentonite from Rajasthan, India and compare its properties with bentonite buffers reported in literature. 2) Examine the influence of variations in dissolved salt concentration (of infiltrating solution), dry density and moisture content of compacted BES specimens on their hydro-mechanical response; the hydro-mechanical properties include, swell pressure, soil water characteristic curve (SWCC), unsaturated hydraulic conductivity, moisture diffusivity and unconfined compression strength. Organization of thesis: After the first introductory chapter, a detailed review of literature is performed to highlight the need for detailed characterisation of physico-chemical and hydromechanical properties of Barmer-1 bentonite for its possible application in DGR in the Indian context. Further, existing literature on hydro-mechanical response of bentonite buffer to changes in physical (degree of saturation/moisture content, dry density) and physico-chemical (solute concentration in pore water) is reviewed to define the scope and objectives of the present thesis in Chapter 2. Chapter 3 presents a detailed experimental programme of the study. Chapter 4 characterises Barmer-1 bentonite for physico-chemical (cation exchange capacity, pore water salinity, exchangeable sodium percentage) and hydro-mechanical properties, such as, swell pressure, saturated permeability, soil water characteristic curve (SWCC) and unconfined compression strength. The properties of Barmer-1 bentonite are compared with bentonite buffers reported in literature and generalized equations for determining swell pressure and saturated permeability coefficient of bentonite buffers are arrived at. Chapter 5 describes a method to determine solute concentrations in the inter-lamellar and free-solutions of compacted BES (bentonite enhanced sand) specimens. The solute concentrations in micro and macro pore solutions are used to examine the role of osmotic flow on swell pressures developed by compacted BES specimens (dry density 1.50-2.00 Mg/m3) inundated with distilled water and NaCl solutions (1000-5000 mg/L). The number of hydration layers developed by the compacted BES specimens on inundation with salt solutions in constant volume swell pressure tests is controlled by cation hydration/osmotic flow. The cation hydration of specimens compacted to dry density of 2.00 Mg/m3 is mainly driven by matric suction prevailing in the clay microtructure as the number of hydration layers developed at wetting equilibrium are independent of the total dissolved solids (TDS) of the wetting solution. Consequently, the swell pressures of specimens compacted to 2.00 Mg/m3 were insensitive to the salt concentration of the inundating solution. The cation hydration of specimens compacted to dry density of 1.50 Mg/m3 is driven by both matric suction (prevailing in the clay micro-structure) and osmotic flow as the number of hydration layers developed at wetting equilibrium is sensitive to the TDS of the wetting solution. Expectedly, the swell pressures of specimens compacted to 1.50 Mg/m3 responded to changes in salt concentration of the inundating solution. The 1.75 Mg/m3 specimens show behaviour that is intermediate to the 1.50 and 2.00 Mg/m3 series specimens. Chapter 6 examines the influence of initial degree of saturation on swell pressures developed by the compacted BES specimens (dry density range: 1.40- 2.00 Mg/m3) on wetting with distilled water from micro-structural considerations. The micro-structure of the bentonite specimens are examined in the compacted and wetted states by performing X-ray diffraction measurements. The initial degree of saturation is varied by adding requisite amount of distilled water to the oven-dried BES mix and compacting the moist mixes to the desired density. The montmorillonite fraction in the BES specimens is responsible for moisture absorption during compaction and development of swell pressure in the constant volume oedometer tests. Consequently, it was considered reasonable to calculate degree of saturation based on EMDD (effective montmorillonite dry density) values and correlate the developed swell pressure values with degree of saturation of montmorillonite voids (Sr,MF). XRD measurements with compacted and wetted specimens demonstrated that if specimens of density series developed similar number of hydration layers on wetting under constant volume condition they exhibited similar swell pressures, as was the case for specimens belonging to 1.40 and 1.50 Mg/m3 series. With specimens belonging to 1.75 and 2.00 Mg/m3 series, greater number of hydration layers were developed by specimens that were less saturated initially (smaller initial Sr,MF) and consequently such specimens developed larger swell pressures. When specimens developed similar number of hydration layers in the wetted state, the compaction dry density determined the swell pressure. Chapter 7 examines the influence of salt concentration of infiltrating solution (sodium chloride concentration ranges from 1000- 5000 mg/L) on SWCC relations, unsaturated permeability and moisture diffusivity of compacted BES specimens. Analysis of the experimental and Brooks and Corey best fit plots revealed that infiltration of sodium chloride solutions had progressively lesser influence on the micro-structure and consequently on the SWCC relations with increase in dry density of the compacted specimens. The micro-structure and SWCC relations of specimens compacted to 1.50 Mg/m3 were most affected, specimens compacted to 1.75 Mg/m3 were less affected, while specimens compacted to 2.00 Mg/m3 were unaffected by infiltration of sodium chloride solutions. Variations in dry density of compacted bentonite impacts the pore space available for moisture flow, while, salinity of wetting fluid impacts the pore structure from associated physico-chemical changes in clay structure. Experimental results showed that the unsaturated permeability coefficient is insensitive to variations in dry density and solute concentration of wetting liquid, while, the effective hydraulic diffusivity is impacted by variations in these parameters. Chapter 8 summarises the major findings of the study.