924 resultados para Solid waste landfill


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Um dos grandes problemas enfrentados no tratamento de lixiviado é a definição de suas características físico-químicas e biológicas. Neste contexto, o objetivo do presente trabalho é avaliar a composição química, a recalcitrância, e a toxicidade do lixiviado bruto e tratado por processos de tratamento (físico-químico e biológico) oriundo do Aterro Metropolitano de Gramacho, localizado no município de Duque de Caxias, no estado do Rio de Janeiro. Os resultados mostraram maior biodegradabilidade aeróbia no efluente físico-químico com percentuais variando de 7% a 35 %. A natureza de tais compostos justifica a natureza refratária do lixiviado e alerta pela toxicidade que podem atribuir tanto aos microrganismos envolvidos no processo quanto a saúde humana quando dispostos incorretamente. Para o lixiviado em estudo, observou-se a diminuição da toxicidade ao passar pelo processo físicoquímico. Dessa maneira, observou-se que é necessário a adoção de sistemas de tratamento que conjuguem processos físico-químicos atuando como pré ou pós-tratamento de processos biológicos. Sendo assim, os resultados obtidos mostram a importância deste tipo de caracterização, como fonte de subsídios para a seleção, projeto e avaliação de sistemas de tratamento.

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Avaliação de lixiviados de aterros de resíduos sólidos urbanos situados nos estados do Rio de Janeiro e Santa Catarina. Brasil, 2013, 137f. Dissertação de Mestrado em Engenharia Ambiental Faculdade de Engenharia, Universidade do Estado do Rio de Janeiro, 2013. Os lixiviados de aterros de resíduos sólidos urbanos possuem grande potencial poluidor em face de características tóxicas devido a altas concentrações de nitrogênio amoniacal, substâncias recalcitrantes, além de elevadas concentrações de matéria orgânica. Seu aporte em corpos hídricos, pode causar eutrofização e ser tóxica aos peixes. O alto índice de pluviosidade de nosso país intensifica o problema, pois acarreta em grandes quantidades de lixiviado uma vez que essa produção está diretamente relacionada com a quantidade de água que percola no aterro. Encontrar solução de tratamento para este efluente, que atenda a grande variedade de lixiviados, com características distintas de região para região, e que consigam atender os padrões brasileiros de lançamento de efluentes se constitui em um grande desafio para a Engenharia Nacional. Este trabalho se propôs a contribuir para o melhor conhecimento das características dos lixiviados tendo em vista o seu tratamento.

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A complexidade na implantação de processos seguros para o manejo dos resíduos biológicos em diversas classes de riscos, conforme a Resolução RDC no. 306/2004 ANVISA, é um desafio para administrações públicas e Unidades de Serviços de Saúde (USS) do país. O objetivo deste trabalho é avaliar o atual manejo destes resíduos, em particular os da classe de risco A4. A pesquisa tem caráter exploratório e qualitativo consistindo de revisão bibliográfica do estado da arte sobre o tema e de levantamento de dados. A coleta das informações foi realizada em Unidades de Serviços de Saúde (USS); órgãos ambientais; nas visitas técnicas em empresas tratadoras de resíduos; em gerenciadores de aterros sanitários; e através de entrevistas com especialistas no assunto. A título de exemplo, dois casos sobre o manejo dos resíduos biológicos foram estudados: no Rio de Janeiro (RJ) e em Orlando (Flórida - USA). A relevância da pesquisa está na constatação das mudanças em andamento no setor de saneamento no país, como o passo importante que esta sendo dado com a aprovação da Política Nacional de Resíduos Sólidos (PNRS). Para se atingir melhores indicadores de saúde e meio ambiente, torna-se imprescindível o gerenciamento integrado dos resíduos com a incorporação de métodos, técnicas e abordagens atuais. Quanto aos resíduos biológicos, existe aqui uma tendência em se adotar o modelo americano, mais rígido, que considera vários resíduos, comuns para nós, como sendo infectantes, e não separa estes resíduos biológicos em classes, colocando-os todos no mesmo grau de risco. Para a realidade brasileira tal rigidez de conceitos aumenta o risco no manejo para todos os envolvidos na cadeia e o custo da operação como um todo, tornando-a impraticável na maior parte do país. No Brasil a gestão inadequada dos resíduos em muitas USS e a grande quantidade de lixões existentes, com a presença de catadores de materiais recicláveis, são processos inseguros e para melhorar este quadro, é fundamental a implementação da PNRS. Nossa legislação se mostra eficiente, mas necessitamos de maior monitoramento e avaliação, e uma consequente ação educativa. Em complemento deve haver maior determinação de responsabilidades, aplicação de punições e empreender reformas substanciais nas áreas de educação e saúde pública. Espera-se que este trabalho contribua com a construção de um modelo de manejo adequado dos resíduos biológicos, sobretudo os de classe A4, de forma mais sustentável e segura. Para estudos futuros, indica-se uma avaliação estratégica sobre a sustentabilidade técnica e econômica do modelo de gerenciamento destes resíduos a ser realizada em contexto mais amplo. Para tal, recomenda-se a extensão da pesquisa a outros estados da federação, assim como o acompanhamento das tendências mundiais para classificação dos riscos dos Resíduos de Serviços de Saúde e de sua destinação mais adequada, principalmente em países com realidades semelhantes à nossa.

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No Brasil, o tratamento do lixiviado, proveniente da disposição dos resíduos sólidos urbanos, ainda é um desafio, haja visto que atualmente não há indícios de tratamento economicamente viável que atenda aos padrões de lançamento da legislação brasileira. Além disso, os diversos tipos de efluentes, mesmo quando adequadamente tratados, apresentam níveis residuais de substâncias que podem conferir toxicidade aos mesmos. Devido a isso, tem-se uma preocupação com essas substâncias remanescentes e, sobretudo, com o seu possível potencial tóxico. Diante desse quadro, a incorporação da avaliação da toxicidade no tratamento dos efluentes é de grande importância na proteção dos ambientes aquáticos. É crescente o interesse pela toxicidade como um parâmetro de controle, que, contudo, é ainda pouco regulamentada. Este estudo tem como principal objetivo ampliar o conhecimento sobre o tratamento de lixiviados através da avaliação da toxicidade por meio de ensaios ecotoxicológicos. Foi avaliada a toxicidade aguda do lixiviado do Aterro Metropolitano de Jardim Gramacho, em Duque de Caxias RJ após os processos de tratamento por wetland e nanofiltração utilizando-se dois organismosteste de diferentes níveis tróficos (Aliivibrio fischeri e Daphnia similis). Os ensaios de toxicidade aguda com a bactéria Aliivibrio fischeri apresentaram valores de CE50 (%) na faixa de 11,75 a 96,17 para o afluente do wetland e valores de CE50 (%) na faixa de 21,60 a 86,32 para o efluente do wetland. Tanto para o afluente, quanto para o efluente do wetland, foram obtidos valores de FT ≤ 8. Para o efluente da nanofiltração, dos 6 ensaios de toxicidade aguda com a bactéria Aliivibrio fischeri, com exceção de 1 amostra, não foi observada toxicidade. Para os ensaios de toxicidade com a Daphnia similis foram obtidos valores de CE50 (%) na faixa de 24,15 a 70,71 para o afluente do wetland e valores na faixa de 19,61 a 70,71 para o efluente do wetland.

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A partir do consenso já existente, de que o desenvolvimento urbano é responsável, em parte, pelo desequilíbrio ambiental predominante nas cidades mais populosas, nas quais a administração dos resíduos gerados torna-se um grande desafio, este estudo foi realizado com a finalidade de desenvolver um modelo de gerenciamento para os resíduos de poda de árvores de espaços públicos, visando a utilização do material podado, considerado de boa qualidade, o que minimizaria a disposição de resíduos em aterros sanitários. Para tanto, foi desenvolvido um modelo diferenciado do ponto de vista de legal, gerencial, tecnológico e econômico, que pudesse servir de base à pesquisa e gerar estratégias para beneficiar o meio ambiente. A Unidade de Conservação, que pertence à Fundação Parques e Jardins da Prefeitura da Cidade do Rio de Janeiro, localizada na Taquara, foi analisada no Estudo de Caso. As espécies arbóreas que produzem maior volume de poda nessa seção foram selecionadas de modo que fosse possível o seu aproveitamento econômico-ecológico. Concluiu-se que há uma inviabilidade para segregação dos resíduos de poda por parte da Fundação Parques e Jardins e que os mesmos poderiam ser transferidos diretamente para o aterro receptor, em fase de encerramento de atividades, sem custos excedentes. Foi feita uma apreciação especial do Centro de Tratamento de Resíduos Sólidos de Gericinó, por ser grande receptor dos resíduos produzidos nas operações de manejo da área em evidência. Foi elaborada a proposta de criação de uma Usina Verde nas áreas já desativadas do aterro, como forma complementar ao processo de revitalização da área aterrada após o término de suas atividades. Esta ação contemplaria a região com um bosque, onde seriam absorvidos todos os produtos dos resíduos de poda. Haveria, também, a probabilidade de utilização operacional dos catadores nas etapas de obtenção de compostos orgânicos, cobertura morta e equipamentos paisagísticos entre outros.

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A operação de um aterro sanitário é um item fundamental para a gestão adequada dos resíduos por se tratar de um dos diferenciais entre aterros sanitários e lixões. Apesar da existência na literatura de manuais e referências para as rotinas de operação, esta é dependente da experiência dos operadores. Com o intuito de absorver esta experiência, o desenvolvimento do projeto se deu por um levantamento bibliográfico na literatura existente, elaboração de um questionário a ser aplicado nos aterros estudados, visitas aos aterros sanitários selecionados e estudo comparativo dos procedimentos encontrados no levantamento de campo e na literatura. O trabalho apresenta um estudo sobre a operação de aterros sanitários no Estado do Rio de Janeiro e para sua realização foram selecionados cinco aterros sanitários: Aterro Sanitário de Piraí, Central de Tratamento de Resíduos de Rio das Ostras, Central de Tratamento de Resíduos de Macaé, Aterro Sanitário de São Pedro da Aldeia e Central de Tratamento de Resíduos de Nova Iguaçu.

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Historically, waste pickers around the globe have utilised urban solid waste as a principal source of livelihood. Formal waste management sectors usually perceive the informal waste collection/recycling networks as backward, unhygienic and generally incompatible with modern waste management systems. It is proposed here that through careful planning and administration, these seemingly troublesome informal networks can be integrated into formal waste management systems in developing countries, providing mutual benefits. A theoretical framework for integration based on a case study in Lahore, Pakistan, is presented. The proposed solution suggests that the municipal authority should draw up and agree on a formal work contract with the group of waste pickers already operating in the area. The proposed system is assessed using the integration radar framework to classify and analyse possible intervention points between the sectors. The integration of the informal waste workers with the formal waste management sector is not a one dimensional or single step process. An ideal solution might aim for a balanced focus on all four categories of intervention, although this may be influenced by local conditions. Not all the positive benefits will be immediately apparent, but it is expected that as the acceptance of such projects increases over time, the informal recycling economy will financially supplement the formal system in many ways.

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Historically, waste pickers around the globe have utilised urban solid waste as a principal source of livelihood. Formal waste management sectors usually perceive the informal waste collection/recycling networks as backward, unhygienic and generally incompatible with modern waste management systems. It is proposed here that through careful planning and administration, these seemingly troublesome informal networks can be integrated into formal waste management systems in developing countries, providing mutual benefits. A theoretical framework for integration based on a case study in Lahore, Pakistan, is presented. The proposed solution suggests that the municipal authority should draw up and agree on a formal work contract with the group of waste pickers already operating in the area. The proposed system is assessed using the integration radar framework to classify and analyse possible intervention points between the sectors. The integration of the informal waste workers with the formal waste management sector is not a one dimensional or single step process. An ideal solution might aim for a balanced focus on all four categories of intervention, although this may be influenced by local conditions. Not all the positive benefits will be immediately apparent, but it is expected that as the acceptance of such projects increases over time, the informal recycling economy will financially supplement the formal system in many ways. © The Author(s) 2013.

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The hydrogen production from the organic fraction of municipal solid waste (OFMSW) by anaerobic mixed culture fermentation was investigated using batch experiments at 37 degrees C. Seven varieties of typical individual components of OFMSW including rice, potato, lettuce, lean meat, oil, fat and banyan leaves were selected to estimate the hydrogen production potential. Experimental results showed that the boiling treated anaerobic sludge was effective mixed inoculum for fermentative hydrogen production from OFMSW. Mechanism of fermentative hydrogen production indicates that, among the OFMSW, carbohydrates is the most optimal substrate for fermentative hydrogen production compared with proteins, lipids and lignocelluloses. This conclusion was also substantiated by experimental results of this study. The hydrogen production potentials of rice, potato and lettuce were 134 mL/g-VS, 106 mL/g-VS, and 50 mL/g-VS respectively. The hydrogen percentages of the total gas produced from rice, potato and lettuce were 57-70%, 41-55% and 37-67%. 2008 International Association for Hydrogen Energy.

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垃圾卫生填埋是国内外城市垃圾的主要处置方法。垃圾渗滤液是渗入填埋场垃圾的降水混合垃圾降解过程中产生的物质而形成的混合物,是垃圾填埋场向环境排放的主要污染物。渗滤液由于其所含高浓度有机和无机污染物,且其中很多物质有生物毒性或难生物降解,难于治理。特别是到填埋晚期,渗滤液中高浓度的氨氮更是增加了治理的难度。渗滤液场外硝化-原位反硝化是填埋场氮管理的新途径。本文利用从环境中筛选出优势硝化功能菌对渗滤液中的高浓度氨氮进行生物硝化,经硝化后的渗滤液回灌至以垃圾柱模拟的生物反应器填埋场,在填埋场内实现原位反硝化。 上述目标通过以下两部分来实现: 第一部分:渗滤液场外硝化。首先从污水厂的硝化污泥中富集并筛选出硝化功能菌,在模拟氨氮废水中优化。将驯化的硝化功能菌接种于连续式完全混合反应器(CSTR)进行高氨氮渗滤液硝化研究。在200余天的连续运行中,反应器硝化和有机物去除效果良好。在最大氨氮负荷和有机物负荷分别为0.65 g N l-1 d-1 和3.84 g COD l-1 d-1时,氨氮和COD去除率分别高于99%和57%。实验过程中发现,游离氨(FA)和溶解氧(DO)浓度对反应器中亚硝酸盐的积累影响很大。 第二部分:渗滤液原位反硝化。本文利用一个垃圾填充柱模拟生物反应器填埋场,研究了硝化渗滤液回灌对垃圾降解的影响,和回灌的硝化渗滤液中TON(总氧化态氮)对填埋场生物反应器产甲烷作用的影响。最后利用变性梯度凝胶电泳(DGGE)分析了硝化渗滤液回灌对垃圾填埋场菌群结构的影响。结果表明:回灌的TON被完全还原,反硝化为主要反应,最大TON负荷为28.6 mg N kg-1 TS d-1。当垃圾柱TON负荷大于11.4 mg N kg-1 TS d-1时,出现了产甲烷抑制,抑制作用随TON负荷的增加而加强。在此过程中,反硝化逐渐代替产甲烷作用成为填埋场内垃圾降解的主要反应,且更多产生的是清洁的氮气,而非温室气体甲烷。直到实验结束时,回灌硝化渗滤液的垃圾柱的甲烷产量仅相当于对照的2.5%,并且回灌的硝化渗滤液还加速了填埋场垃圾的降解与稳定。通过DGGE进行菌群结构分析发现,由于TON对填埋场的长期作用,反硝化菌增多而产甲烷菌减少。 Landfill still remains the chief method for MSW management around the world. Leachate is a mixture of rainfall permeating through landfill and organic and inorganic matters generated during decomposition of the wastes in the landfills, characterized as highly complicated and refractory wastewater. Ex-situ nitrification and sequential in-situ denitrification represents a novel approach to nitrogen management at landfills. In the present paper, nitrification was carried out in a continuous stirred tank reactor (CSTR) inoculated with nitrifying bacteria which were isolated from municipal WWTP of Chengdu city. The nitrified leachate from CSTR was recirculated to a lab-scale municipal solid waste (MSW) column where in-situ denitrification took place. The above object was achived through two parts as following: First, ex-situ nitification of leachate. After acclimated in simulated wastewater for 3 month, nitrifying bacteria isolated from WWTP nitrifying sludge were added to the CSTR for nitrification. The results over 200 days showed that the maximum nitrogen loading rate (NLR) and the maximum organic loading rate (OLR) was 0.65 g N l-1 d-1 and 3.84 g COD l-1 d-1, respectively. The ammonia and COD removal was over 99% and 57%, respectively. Moreover, the effects of free ammonia (FA) and dissolved oxygen (DO) on nitrification were investigated. Second, in-situ denitrification was studied in a municipal solid waste (MSW) column. Variation of nitrified leachate and its effects on the decomposition of municipal solid waste (MSW) were studied in a lab-scale MSW column to which nitrified leachate was recirculated. Additionally, DGGE was employed to investigate the microbial community of both MSW columns. The results suggested: complete reduction of total oxidized nitrogen (TON) was obtained with maximum TON load of 28.6 mg N kg-1 TS d-1 and denitrification was the main reaction responsible. Methanogenesis inhibition was observed while TON load was over 11.4 mg N kg-1 TS d-1 and the inhibition was enhanced with the increase of TON load. Denitrification gradually took over methanogenesis to become the main reaction responsible for decomposition of MSW while nitrogen gas, a clean byproduct, was generated instead. Till the end of the experiment, the average weekly methane production in the denitrification column was as low as 2.5% of that of the control, and the rate of decompition and stability of MSW was accelerated by the recirculation of the nitrified leachate.Owing to long term exposure of nitrified leachate to landfill, denitrifying bacteria increased and methanogen decreased.

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Anaerobic digestion (AD) of biodegradable waste is an environmentally and economically sustainable solution which incorporates waste treatment and energy recovery. The organic fraction of municipal solid waste (OFMSW), which comprises mostly of food waste, is highly degradable under anaerobic conditions. Biogas produced from OFMSW, when upgraded to biomethane, is recognised as one of the most sustainable renewable biofuels and can also be one of the cheapest sources of biomethane if a gate fee is associated with the substrate. OFMSW is a complex and heterogeneous material which may have widely different characteristics depending on the source of origin and collection system used. The research presented in this thesis investigates the potential energy resource from a wide range of organic waste streams through field and laboratory research on real world samples. OFMSW samples collected from a range of sources generated methane yields ranging from 75 to 160 m3 per tonne. Higher methane yields are associated with source segregated food waste from commercial catering premises as opposed to domestic sources. The inclusion of garden waste reduces the specific methane yield from household organic waste. In continuous AD trials it was found that a conventional continuously stirred tank reactor (CSTR) gave the highest specific methane yields at a moderate organic loading rate of 2 kg volatile solids (VS) m-3 digester day-1 and a hydraulic retention time of 30 days. The average specific methane yield obtained at this loading rate in continuous digestion was 560 ± 29 L CH4 kg-1 VS which exceeded the biomethane potential test result by 5%. The low carbon to nitrogen ratio (C: N <14:1) associated with canteen food waste lead to increasing concentrations of volatile fatty acids in line with high concentrations of ammonia nitrogen at higher organic loading rates. At an organic loading rate of 4 kg VS m-3day-1 the specific methane yield dropped considerably (381 L CH4 kg-1 VS), the pH rose to 8.1 and free ammonia (NH3 ) concentrations reached toxicity levels towards the end of the trial (ca. 950 mg L-1). A novel two phase AD reactor configuration consisting of a series of sequentially fed leach bed reactors connected to an upflow anaerobic sludge blanket (UASB) demonstrated a high rate of organic matter decay but resulted in lower specific methane yields (384 L CH4 kg-1 VS) than the conventional CSTR system.

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The increasing volumes of municipal solid waste produced worldwide are encouraging the development of processes to reduce the environmental impact of this waste stream. Combustion technology can facilitate volume reduction of up to 90%, with the inorganic contaminants being captured in furnace bottom ash, and fly ash/APC residues. The disposal or reuse of these residues is however governed by the potential release of constituent contaminants into the environment. Accelerated carbonation has been shown to have a potential for improving the chemical stability and leaching behaviour of both bottom ash and fly ash/APC residues. However, the efficacy of carbonation depends on whether the method of gas application is direct or indirect. Also important are the mineralogy, chemistry and physical properties of the fresh ash, the carbonation reaction conditions such as temperature, contact time, CO2 partial pressure and relative humidity. This paper reviews the main issues pertaining to the application of accelerated carbonation to municipal waste combustion residues to elucidate the potential benefits on the stabilization of such residues and for reducing CO2 emissions. In particular, the modification of ash properties that occur upon carbonation and the CO2 sequestration potential possible under different conditions are discussed. Although accelerated carbonation is a developing technology, it could be introduced in new incinerator facilities as a "finishing step" for both ash treatment and reduction of CO2 emissions.

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Incinerator bottom ash (IBA) is a residual produced from incinerating municipal solid waste. In the past, IBA presented a big waste disposal problem; however, various recycling approaches have been adopted in recent years to mitigate this problem, as well as to provide a useful alternative to using primary aggregate resources. The use of IBA as an alternative to conventional aggregates in different civil engineering construction applications helps to conserve premium grade aggregate supplies; however, when IBA is in contact with water in the field, as a consequence of precipitation events or changes in water table, elements, such as salts and heavy metals, may be released to the soil and ground water. In this work, IBA waste was mixed with limestone aggregate to produce a blend with acceptable mechanical properties and minimum environmental risks for use as road foundation. The study focused on evaluating potential environmental impacts of some constituents, including sulphate, chloride, sodium, copper, zinc and lead in IBA blends using a lysimeter as a large scale leaching tool. Moreover, a specific scenario simulating field conditions was adopted in the lysimeter to assess the potential impact of changing conditions, such as IBA content in the blend, liquid to solid ratio (L/S) and pH value, on long-term release of heavy metals and salts. Then, numerical modelling was used to predict the release of the aforementioned constituents from IBA based on initial measurement of intrinsic material properties and the kinetic desorption process concept. Experimental results showed that zinc and lead were released in very low concentrations but sodium and sulphate were in high concentrations. The control limestone only blend also demonstrated low release concentrations of constituents in comparison to IBA blends, where constituent concentrations increased with increase in IBA content. Experimental results were compared with numerical results obtained using a non-equilibrium desorption model. Good agreement was found between the two sets of data. 

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A microwave reactor system was investigated as a potential technique to maximize sugar yield for the hydrolysis of municipal solid waste for ethanol production. Specifically, dilute acid hydrolysis of a-cellulose and waste cellulosic biomass (grass clippings) with phosphoric acid was undertaken within the microwave reactor system. The experimental data and reaction kinetic analysis indicate that the use of a microwave reactor system can successfully facilitate dilute acid hydrolysis of cellulose and waste cellulosic biomass, producing high yields of total sugars in short reaction times. The maximum yield of reducing sugars was obtained at 7.5% (w/v) phosphoric acid and 160 degrees C, corresponding to 60% of the theoretical total sugars, with a reaction time of 5 min. When using a very low acid concentration (0.4% w/v) for the hydrolysis in the microwave reactor, it was found that 10 g of total sugars/100 g dry mass was produced, which is significant considering the low acid concentration. When hydrolyzing grass clippings using the microwave reactor, the optimum conditions were an acid concentration of 2.5% (w/v), 175 degrees C with a 15 min reaction time, giving 18 g/100 g dry mass of total sugars, with xylose being the sugar with the highest yield. It was observed that pentose sugars were more easily formed but also more easily degraded, these being significantly affected by increases in acid concentration and temperature. Kinetic modeling of the data indicated that the use of microwave heating may account for an increase in reaction rate constant, k(1), found in this study in comparison with conventional systems described in the literature.

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The use of the organic fraction of municipal solid waste crops has received considerable attention as a sustainable feedstock that can replace fossil fuels for the production of renewable energy. Therefore, municipal bin-waste in the form of hay was investigated as a potential energy crop for fermentable sugars production. Hydrolysis of hay by dilute phosphoric acid was carried out in autoclave parr reactor, where reactor temperature (135-200 degrees c) and acid concentration (2.5-10% (w/w)) were examined. Analysis of the decomposition rate of hemicellulosic biomass was undertaken using HPLC of the reaction products. Xylose production reached a maximum value of 13.5 g/100 g dry mass corresponding to a yield of 67% at the best identified conditions of 2.5 wt% H3PO4, 175 degrees C, 10 min reaction time, and at 5 wt% H3PO4, 150 degrees C, and 5 min reaction time. For glucose, an average yield of 25% was obtained at 5 wt% H3PO4, 175 degrees C and 30 min. Glucose degradation to HMF was achieved at 10 wt% H3PO4 and 200 degrees C. The maximum yield for produced arabinose was an average of 3 g/100 g dry. mass corresponding to 100% of the total possible arabinose. The kinetic study of the acid hydrolysis was also carried out using the Saeman and the Two-fraction models. It was found for both models that the kinetic constants (k) depend on the acid concentration and temperature. For xylose and arabinose it was found that the rate of formation was more favoured than the rate of degradation. By contrast, for glucose it was found that glucose degradation was occurring faster than glucose formation. It can be concluded that dilute phosphoric acid hydrolysis of hay crop is feasible for the production of fermentable sugars which are essential for bioethanol synthesis.