<p>Phytoremediation as a way to control and lessen nutrient concentrations in landfill leachate is a cheap and environmentally sustainable method. Accumulated nutrients in the plants can then be removed by harvesting and anaerobically digesting the biomass. This study presents two aquatic plants (L. minor (L.) and P. stratiotes (L.)) and one microalgae species (C. vulgaris (L.)), their capacities for growth and nutrient removal in leachate from Häradsudden landfill, Sweden, are investigated. The biogas potential of the two plants is determined via anaerobic digestion in a batch run, followed by a lab-scale reactor run for L. minor only. Results show that growth in leachate directly from the landfill is not possible for the selected species, but at a leachate dilution of 50% or more. Nutrients are removed in leachates with plants to a higher extent than in leachates without, yet the actual amounts do not differ notably between plant species. L. minor proves a better choice than P. stratiotes despite this as growth is superior for L. minor under the experimental conditions of this study. Considering biogas production, L. minor gives more methane than P. stratiotes according to the results from the batch run. The former is however not suitable for large-scale anaerobic digestion unless as an additional feedstock due to practical cultivation issues.</p>

The legal requirements for wastewater discharge into environment, especially to zones exposed to eutrophication, lately became stricter. Nowadays wastewater treatment plants have to manage with the new rules and assure better biogenic elements’ removal, in comparison with the past. There are some well-known methods of diminishing concentrations of these compounds, but they are ineffective in case of nitrogen-rich streams, as landfill leachate or reject waters from dewatering of digested sludge. This wastewater disturbs conventional processes of nitrification-denitrification and raise necessity of building bigger tanks. The partial nitritation followed by Anaerobic Ammonium Oxidation (Anammox) process appear to be an excellent alternative for traditional nitrification/denitrification. The process was investigated in three different reactors – Membrane Bioreactor (MBR), Moving Bed Biofilm Reactor (MBBR) and Rotating Biological Contactor (RBC). The process was evaluated in two options: as a two-stage process performed in two separate reactors and as a one-stage process. The two-step process, in spite of very low nitrogen removal rates, assured very high nitrogen removal efficiency, exceeding even 90% in case of the MBBR. However, obtained results revealed that the one-step system is a better option than the two-step system, no matter, what kind of nitrogen-rich stream is taken into consideration. Moreover, the one-step process was much less complicated in operation. Performed research confirmed a hypothesis, that the oxygen concentration in the bulk liquid and the nitrite production rate are the limiting factors for the Anammox reaction in a single reactor. In order to make a quick and simple determination of bacteria activity, the Oxygen Uptake Rate (OUR) tests were shown as an excellent tool for evaluation of the current bacteria activity reliably, and without a need of using expensive reagents. It was also shown, that partial nitritation/Anammox process, could be successfully applied at temperatures much lower than the optimum value. Performed Fluorescent in situ Hybridization (FISH) analyses, proved that the Anammox bacteria were mainly responsible for the nitrogen removal process. / QC 20100707

Phytoremediation as a way to control and lessen nutrient concentrations in landfill leachate is a cheap and environmentally sustainable method. Accumulated nutrients in the plants can then be removed by harvesting and anaerobically digesting the biomass. This study presents two aquatic plants (L. minor (L.) and P. stratiotes (L.)) and one microalgae species (C. vulgaris (L.)), their capacities for growth and nutrient removal in leachate from Häradsudden landfill, Sweden, are investigated. The biogas potential of the two plants is determined via anaerobic digestion in a batch run, followed by a lab-scale reactor run for L. minor only. Results show that growth in leachate directly from the landfill is not possible for the selected species, but at a leachate dilution of 50% or more. Nutrients are removed in leachates with plants to a higher extent than in leachates without, yet the actual amounts do not differ notably between plant species. L. minor proves a better choice than P. stratiotes despite this as growth is superior for L. minor under the experimental conditions of this study. Considering biogas production, L. minor gives more methane than P. stratiotes according to the results from the batch run. The former is however not suitable for large-scale anaerobic digestion unless as an additional feedstock due to practical cultivation issues.

The landfill leachate is commonly treated for non-biodegradable organic matters, ammonia and colour. Experimental investigations using polyaluminium chlorite (PAC) and UV/O3 have been conducted for the determination of optimal pH value, reaction time and PAC concentration for the removal of chemical oxygen demand (COD) and colour. In pre-treatment coagulation stages, the highest COD and colour removal efficiencies were observed at the concentration of PAC ≥ 3,000 mglG1 and pH values between 7 and 8. However, these experiments also indicated significant removal efficiency for PAC starting with concentrations of 1,500 mglG1. The efficiency of COD and colour removal were approximately 30% and 70%, respectively. Similar efficiencies have been observed also during the second treatment stage where UV/O3 processes were used to treat coagulated leachate. After UV/O3 application, the pH of leachate reached the optimum value of 7.5 whereas the highest COD and colour removal efficiency was 55% and 72%, respectively, and the optimal reaction time was achieved after 80 min. / Nước rỉ rác sinh ra từ bãi chôn lấp chất thải rắn cần được xử lý các thành phần chất hữu cơ khó phân hủy sinh học, xử lí amoni và độ màu. Một số kết quả thử nghiệm về xử lý COD và màu của nước rỉ rác bằng việc sử dụng phương pháp keo tụ với PAC và quá trình UV/O3 đã được thực hiện cùng với việc xác định các giá trị pH tối ưu, thời gian phản ứng và nồng độ PAC tối ưu. Hiệu suất xử lý cao nhất đạt được khi nồng độ của PAC ≥ 3.000 mg/l, pH trong khoảng từ 7 đển 8 trong giai đoạn tiền xử lý. Tuy nhiên, hiệu quả loại bỏ COD và màu bắt đầu tăng rõ khi nồng độ PAC từ 1.500 mg/l trở lên. Hiệu quả loại bỏ COD và màu tương ứng là khoảng 30% và 70%. Các giá trị pH này phù hợp cho quá trình phản ứng UV/O3 được sử dụng sau giai đoạn keo tụ. Sau quá trình xử lý bằng hệ UV/O3, pH của nước rỉ rác tối ưu được xác định là 7,5 (hiệu suất xử lý COD và màu cao nhất tương ứng là 55% và 72%), thời gian phản ứng tối ưu là 80 phút.

In this research, we dealt with the original landfill leachate, and put the flowing water by a traditional second one that has dealt with of sewage factory directly with the constructed wetland systems in lab-scale. The purpose the study is to compare the experimental results after dealing the leachate by different constructed wetland process systems which was judge at if the, can reach the water quality standard. The constructed wetland systems in the study were set up in a greenhouse on campus, which were operated between May 2004 and July 2003. Constructed wetland systematic attitude, include Free Water Surface System (FWS) and Subsurface Flow System (SSF) contact but two type constructed wetland system that become mainly. In the test use different waste water sources to feet the systems, and we planted different species of plants, and add extra carbon source. Thus, we can divide the experiment into two stages: (1) From July of 2003 to December of 2003. (2) From February of 2004 to May of 2004. In each stage, we tested three experiment group P1, P2 and total nitrogen of P3 except that the rate is 37¡Ó20%, 50¡Ó11% respectively and -6.1¡Ó37.8%. The removal efficiencies of ammonia nitrogen were estimated equal to 84¡Ó11%, 94¡Ó4% and 60¡Ó24% respectively. For total phosphorus and phosphate, P1 , P2 and P3 system were measured equal to 37¡Ó14%, 68¡Ó16% and 77¡Ó16%and 44¡Ó16%, 75¡Ó8% and 80¡Ó17% respectively . The ammonia nitrogen temperature correction coefficient (£c value) were calculated to be 0.921, 0.949, 0.926, 1.043 and 0.785 for P1, P2, P3, U1 and U2 system, respectively. The phosphate temperature correction coefficients (£c values ) were measured to be 1.006, 0.981, 1.070, 1.235 and 0.843 respectively for P1, P2, P3, U1 and U2 system. In order to increase the removal efficiencies of total nitrogen, it was always by adding carbon source. The experimental result showed, that it is add carbon source wait by system to SSF , its President nitrogen is it flow water pollution load leave 2g/m2/day nearly to put to have, and has not added water pollution load has flowed in the putting of the carbon source nearly has 6g/m2/day left, And nearly remain under 1g/m2/day in the putting and flowing water pollution load of TON, and not added the putting of the carbon source water pollution load has flowed nearly has 2-3g/m2/day left. This result showed that high total nitrogen removal efficiencies were by adding carbon source.

The ageing of high density polyethylene geomembrane (GM) liners used to minimize advection and diffusion of contaminants in municipal solid waste landfill leachate and in hydrocarbon spills to the environment is examined. The evaluation of the ageing of GMs used in landfills involved four components. First, a laboratory-accelerated ageing investigation of a GM exposed to air, water and leachate at elevated temperatures. Service life of a GM (Stage I: Antioxidant depletion, Stage II: Induction, and Stage III: Polymer degradation) is examined. The results demonstrate the critical role of antioxidants in protecting against oxidative degradation. The service life of the GM is predicted. Second, a study was conducted to provide an estimate of Stage I for a GM in a composite liner. The results indicated that immersion tests are too severe and the service life is substantially greater for a GM in composite liner than implied by leachate immersion tests. Third, a comparison of ageing with three different “protection” layers between the GM and overlying gravel and leachate is reported. A slower antioxidant depletion rate is observed when geotextile-geosynthetic clay liner and geotextile-sand-geotextile are applied than with a typical geotextile alone. This could be partially attributed to the attenuation of leachate constituents by the protection layer as well as the buildup of antioxidant concentration on either side of GM thereby reducing the concentration gradient and outward diffusive flux of antioxidants. Fourth, diffusion modelling is used to evaluate the results from immersion and composite liner simulation tests. Diffusion modelling provided a means for predicting the performance of the GMs in conditions other than the typical test conditions. The evaluation of the ageing of GM used in barrier system for hydrocarbon involved two components. First, untreated and fluorinated GMs immersed in jet fuel were tested. Results show that antioxidants depleted at slower rate from fluorinated GM than untreated GM. This suggested a significant beneficial effect of fluorination. Antioxidant depletion time is predicted at field temperatures. Second, the time dependant change in GM samples used at jet fuel containment site constructed in 2001 is reported. The GM is shown to be performing very well. / Thesis (Ph.D, Civil Engineering) -- Queen's University, 2009-01-14 10:46:31.089

O lixiviado gerado em aterro sanitário possui substâncias de difícil degradação e amônia, que dificulta o tratamento biológico. O tratamento do lixiviado gerado em aterros sanitários requer uma série de processos de elevado custo e, outras técnicas de tratamento têm sido investigadas no intuito de reduzir custos e aumentar a eficiência do tratamento. A evaporação do lixiviado é uma técnica que aproveita o gás de aterro como fonte de calor, e é utilizada na redução do volume a tratar; porém as emissões atmosféricas geradas durante essa evaporação indicam a presença de amônia, o que pode causar impactos negativos em torno do aterro. Desta forma, é importante a realização de estudos que aprimorem esta técnica, para que a evaporação torne-se ambientalmente e economicamente viável. A amônia presente em amostras com pH em torno de 8,0 e temperatura em torno de 25C, está na forma de íon amônio, o que favorece ao processo de troca iônica. A troca iônica é um processo que tem sido estudado por muitos pesquisadores e consiste na troca de um ou mais constituintes de uma fase fluida para a superfície de uma fase sólida (resinas poliméricas). Este trabalho apresenta a eficiência de quatro tipos diferentes de resinas poliméricas: Amberlyst 15 Wet, Lewatit VPOC 1800, Dowex Mac-3 e Purolite MN250 na remoção e posterior, recuperação do íon amônio presente nos vapores condensados da evaporação de lixiviados. A princípio foi investigado a quantidade e o momento em que o amônio é lançado durante o processo de evaporação. Em seguida, caracterizaram-se as resinas quanto à eficiência de remoção, o tempo de contato e a quantidade ideal da resina. Estão apresentadas neste estudo as isotermas de adsorção de Langmuir, Freundlich e Temkin em diferentes temperaturas (298-318 K) e as condições ideais do processo. Os resultados apontaram duas resinas com eficiência de remoção, em torno de 40%, para concentrações acima de 1000 mg dm-3 de amônio, utilizando 0,5 g de resina e um tempo de contato de 20 minutos. Diferentes modelos cinéticos foram aplicados: Pseudo-Primeira Ordem, Pseudo-Segunda Ordem, difusão intrapartícula, Elovich e o modelo cinético de difusão externa e os resultados discutidos. Foi possível tratar Através da condensação dos vapores emitidos durante a evaporação do lixiviado, foi possível tratar foi possível obter uma recuperação em torno de 70% do íon amônio contido no vapor condensado proveniente da evaporação do lixiviado. / The leachate generated at the landfill has substances are difficult to degrade and ammonia, which hinders the biological treatment. The treatment of the leachate generated in landfills requires a number of high-cost procedures and other treatment techniques have been investigated in order to reduce costs and increase the efficiency of treatment. Evaporation of leachate is a technique that takes advantage of landfill gas as a heat source , and is used in reducing the volume to be treated, but atmospheric emissions generated during this evaporation indicate the presence of ammonia, which can cause negative impact on the surrounding the landfill. Thus, it is important to conduct studies that will improve this technique, so that evaporation to become environmentally and economically viable. The present in samples with pH around 8.0 and temperature around 25 C, ammonia is in the form of ammonium ion, which favors the ion exchange process. Ion exchange is a process that has been studied by many researchers and consists of the exchange of one or more constituents of a fluid phase to the surface of a solid phase ( polymer resin ). This paper shows the efficiency of four different types of polymeric resins: Amberlyst 15 Wet, Lewatit VPOC 1800 Dowex Mac - 3 and Purolite MN250 removal and later, recovery of ammonium ion present in the vapor condensate evaporation of leachate. At first it was investigated how much and when ammonium is released during the evaporation process. Then, the resins were characterized as to the removal efficiency, the contact time and the optimum amount of the resin. Are presented in this study, adsorption isotherms of Langmuir, Freundlich and Temkin at different temperatures (298-318 K) and the optimal process conditions. The results showed two resins with removal efficiency of around 40% for concentrations above 1000 mg dm-3 ammonium, using 0.5 g of resin and a contact time of 20 minutes. Different kinetic models were applied: pseudo-first order , pseudo-second order, intraparticle diffusion and Elovich kinetic model of external diffusion and results discussed. It can be treated by the condensation of the vapors emitted during the evaporation of the leachate was possible to treat it was possible to obtain a recovery of around 70% of the ammonium ion contained in the condensed steam from the evaporation of leachate.

O lixiviado gerado em aterro sanitário possui substâncias de difícil degradação e amônia, que dificulta o tratamento biológico. O tratamento do lixiviado gerado em aterros sanitários requer uma série de processos de elevado custo e, outras técnicas de tratamento têm sido investigadas no intuito de reduzir custos e aumentar a eficiência do tratamento. A evaporação do lixiviado é uma técnica que aproveita o gás de aterro como fonte de calor, e é utilizada na redução do volume a tratar; porém as emissões atmosféricas geradas durante essa evaporação indicam a presença de amônia, o que pode causar impactos negativos em torno do aterro. Desta forma, é importante a realização de estudos que aprimorem esta técnica, para que a evaporação torne-se ambientalmente e economicamente viável. A amônia presente em amostras com pH em torno de 8,0 e temperatura em torno de 25C, está na forma de íon amônio, o que favorece ao processo de troca iônica. A troca iônica é um processo que tem sido estudado por muitos pesquisadores e consiste na troca de um ou mais constituintes de uma fase fluida para a superfície de uma fase sólida (resinas poliméricas). Este trabalho apresenta a eficiência de quatro tipos diferentes de resinas poliméricas: Amberlyst 15 Wet, Lewatit VPOC 1800, Dowex Mac-3 e Purolite MN250 na remoção e posterior, recuperação do íon amônio presente nos vapores condensados da evaporação de lixiviados. A princípio foi investigado a quantidade e o momento em que o amônio é lançado durante o processo de evaporação. Em seguida, caracterizaram-se as resinas quanto à eficiência de remoção, o tempo de contato e a quantidade ideal da resina. Estão apresentadas neste estudo as isotermas de adsorção de Langmuir, Freundlich e Temkin em diferentes temperaturas (298-318 K) e as condições ideais do processo. Os resultados apontaram duas resinas com eficiência de remoção, em torno de 40%, para concentrações acima de 1000 mg dm-3 de amônio, utilizando 0,5 g de resina e um tempo de contato de 20 minutos. Diferentes modelos cinéticos foram aplicados: Pseudo-Primeira Ordem, Pseudo-Segunda Ordem, difusão intrapartícula, Elovich e o modelo cinético de difusão externa e os resultados discutidos. Foi possível tratar Através da condensação dos vapores emitidos durante a evaporação do lixiviado, foi possível tratar foi possível obter uma recuperação em torno de 70% do íon amônio contido no vapor condensado proveniente da evaporação do lixiviado. / The leachate generated at the landfill has substances are difficult to degrade and ammonia, which hinders the biological treatment. The treatment of the leachate generated in landfills requires a number of high-cost procedures and other treatment techniques have been investigated in order to reduce costs and increase the efficiency of treatment. Evaporation of leachate is a technique that takes advantage of landfill gas as a heat source , and is used in reducing the volume to be treated, but atmospheric emissions generated during this evaporation indicate the presence of ammonia, which can cause negative impact on the surrounding the landfill. Thus, it is important to conduct studies that will improve this technique, so that evaporation to become environmentally and economically viable. The present in samples with pH around 8.0 and temperature around 25 C, ammonia is in the form of ammonium ion, which favors the ion exchange process. Ion exchange is a process that has been studied by many researchers and consists of the exchange of one or more constituents of a fluid phase to the surface of a solid phase ( polymer resin ). This paper shows the efficiency of four different types of polymeric resins: Amberlyst 15 Wet, Lewatit VPOC 1800 Dowex Mac - 3 and Purolite MN250 removal and later, recovery of ammonium ion present in the vapor condensate evaporation of leachate. At first it was investigated how much and when ammonium is released during the evaporation process. Then, the resins were characterized as to the removal efficiency, the contact time and the optimum amount of the resin. Are presented in this study, adsorption isotherms of Langmuir, Freundlich and Temkin at different temperatures (298-318 K) and the optimal process conditions. The results showed two resins with removal efficiency of around 40% for concentrations above 1000 mg dm-3 ammonium, using 0.5 g of resin and a contact time of 20 minutes. Different kinetic models were applied: pseudo-first order , pseudo-second order, intraparticle diffusion and Elovich kinetic model of external diffusion and results discussed. It can be treated by the condensation of the vapors emitted during the evaporation of the leachate was possible to treat it was possible to obtain a recovery of around 70% of the ammonium ion contained in the condensed steam from the evaporation of leachate.

As melhoras nas condições de disposição de resíduos sólidos em aterros sanitários teve, como conseqüência, a geração de um efluente com um grande potencial poluidor, o lixiviado de aterro sanitário, que anteriormente percolava pelo solo. Com o confinamento da massa de lixo e a impermeabilização do aterro, o lixiviado começou a ser coletado exigindo que o mesmo fosse tratado. A necessidade do tratamento deste efluente está relacionada com sua toxidade,pois contém altas concentrações de amônia, metais e alta carga orgânica que se originam da decomposição de compostos contidos no interior do aterro sanitário. Nesta pesquisa olixiviado é submetido a um pré-tratamento biológico com remoção de nitrogênio, no qual a maior parte da matéria orgânica, principalmente a facilmente biodegradável, é consumida,sobrando apenas compostos de cadeias longas de difícil biodegradabilidade e compostos inorgânicos, que são denominados compostos recalcitrantes, sendo em grande parte formados por substâncias húmicas. A intenção do trabalho foi maximizar a remoção destes compostos por meio de um tratamento físico-químico, realizado pelo processo de coagulação-floculação e é considerado uma forma complementar ao tratamento biológico. A pesquisa foi dividida em diversas etapas, em escala de bancada utilizando o jar teste, variando condições de pH de 2,0 a 5,0 e 10 a 12,0, com dosagens de coagulantes de 400mg Fe+³/l e polímeros aniônicos de alto peso molecular com dosagens de 0,5mg/l a 10,0 mg/l, a fim de encontrar a melhor condição de remoção dos compostos recalcitrantes, com o intuito de melhorar ao máximo as condições do efluente a fim de causar o menor impacto possível do mesmo ao ser lançado em cursos de água. De acordo com as variações na condição de tratamento do lixiviado, definiu-se que, com a diminuição do pH a 4,0 seguido de dosagens de 400mg Fe+³/l e ainda com a adição de 2,0 mg/l de polímero, foi possível atingir condições de remoção da ordem de 98% de cor e 80% de COT, indicando que a utilização de polímero é eficiente no processo de tratamento físico químico pelo processo de coagulação floculação de lixiviado de aterro sanitário / The improvements in the conditions of solid waste disposal in landfills has, as a consequence, the generation of an effluent polluted with great potential, landfill leachate, which previously percolated through the soil. With the containment of the waste stream and sealing of the landfill, the leachate began to be collected by requiring that it be treated. The need for treatment of wastewater is related to its toxicity, because it contains high concentrations of ammonia, metals and high organic load originating from the decomposition of compounds contained within the landfill. In this research the leachate is subjected to a pre- biological treatment with nitrogen removal, in which most of the organic matter, especially the readily biodegradable, is consumed, leaving only long-chain compounds difficult biodegradability and inorganic compounds, which are called recalcitrant compounds, being largely composed of humic substances. The intention of this study was to maximize the removal of these compounds by means of a physical-chemical treatment, performed by coagulation-flocculation process and is considered a complement to a biological treatment. The research was divided into several stages, using bench scale jar test conditions of pH ranging from 2.0 to 5.0 and 10 to 12.0, with dosages of coagulants Fe+³ 400 mg/l anionic polymers high molecular weight with dosages of 0.5 mg/l to 10.0 mg/l, in order to find the best condition for removal of recalcitrant compounds, with the most to improve the conditions of the effluent in order to cause minimum possible impact thereof to be released into waterways. According to the variations in the treatment condition of the leachate, it was decided that, with decreasing pH to 4.0 followed by doses of 400 mg Fe+³/l, even with the addition of 2.0 mg/l polymer conditions it was possible to achieve removal of about 98% color and 80% TOC, indicating that the use of polymer is effective in the physical-chemical treatment process by coagulation flocculation process for landfill leachate.

A presente pesquisa abordou o estudo em escala real do tratamento de lixiviado de aterro sanitário em um sistema composto por dois filtros anaeróbios seguidos de dois banhados construídos. O trabalho foi desenvolvido na estação de tratamento de lixiviado do aterro sanitário pertencente à Central de Resíduos do Recreio, localizada em Minas do Leão/RS. Pretendeu-se verificar a eficiência do sistema na remoção de matéria orgânica e de nitrogênio amoniacal. A fase 1 da pesquisa, que avaliou o desempenho dos filtros anaeróbios quando operados em série, indicou que a quase totalidade da remoção de matéria orgânica facilmente biodegradável ocorreu no primeiro filtro, evidenciando que, para o tratamento do lixiviado em questão, não é interessante a utilização de dois filtros anaeróbios de fluxo ascendente semelhantes em série. A fase 2 avaliou o desempenho dos filtros anaeróbios operados em paralelo e dos banhados construídos. Foi possível concluir-se que: filtros anaeróbios de fluxo ascendente são excelente alternativa para o tratamento de lixiviado de aterro sanitário, pois podem viabilizar remoções de matéria orgânica superiores a 50%; banhados construídos representam uma ecotecnologia interessante para o complemento do tratamento de lixiviado, pois podem viabilizar elevadas remoções de N-amoniacal. / This study discussed the sanitary landfill leachate treatment in a full scale system composed by two upflow anaerobic filters followed by two constructed wetlands. The research was developed at the landfill leachate treatment station owned by Recreio Central Waste, located in Minas do Leão/RS. The objective of the study was to verify the efficiency of the system in the removal of organic matter and ammonia nitrogen. The phase 1 of the study, which evaluated the performance of anaerobic filters when operated in series, indicated that almost all of the removal of organic matter readily biodegradable occurred in the first filter, showing that, for the treatment of leachate concerned, it is not interesting the use of two similar upflow anaerobic filters in series. The phase 2 assessed the performance of the anaerobic filters, operated in parallel, and the constructed wetlands. It could be concluded that: upflow anaerobic filters are excellent alternative for the sanitary landfill leachate treatment, as they may facilitate removal of organic matter greater than 50%; constructed wetlands represent an interesting eco-technology to complement the leachate treatment, which can enable high removals of N-ammonia.