990 resultados para municipal solid waste incineration
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In this work, new tools in atmospheric pollutant sampling and analysis were applied in order to go deeper in source apportionment study. The project was developed mainly by the study of atmospheric emission sources in a suburban area influenced by a municipal solid waste incinerator (MSWI), a medium-sized coastal tourist town and a motorway. Two main research lines were followed. For what concerns the first line, the potentiality of the use of PM samplers coupled with a wind select sensor was assessed. Results showed that they may be a valid support in source apportionment studies. However, meteorological and territorial conditions could strongly affect the results. Moreover, new markers were investigated, particularly focusing on the processes of biomass burning. OC revealed a good biomass combustion process indicator, as well as all determined organic compounds. Among metals, lead and aluminium are well related to the biomass combustion. Surprisingly PM was not enriched of potassium during bonfire event. The second research line consists on the application of Positive Matrix factorization (PMF), a new statistical tool in data analysis. This new technique was applied to datasets which refer to different time resolution data. PMF application to atmospheric deposition fluxes identified six main sources affecting the area. The incinerator’s relative contribution seemed to be negligible. PMF analysis was then applied to PM2.5 collected with samplers coupled with a wind select sensor. The higher number of determined environmental indicators allowed to obtain more detailed results on the sources affecting the area. Vehicular traffic revealed the source of greatest concern for the study area. Also in this case, incinerator’s relative contribution seemed to be negligible. Finally, the application of PMF analysis to hourly aerosol data demonstrated that the higher the temporal resolution of the data was, the more the source profiles were close to the real one.
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The United States disposes roughly 60% of the municipal solid waste it generates each year in solid waste disposal facilities, commonly known as landfills. Hedonic pricing studies have estimated the external costs of landfills on neighboring housing markets, but the literature is silent on what happens to property values after the landfill closes. Original housing price data collected both before and after a landfill closure are used to estimate how a landfill closure affects neighboring property values. Results of both a hedonic pricing model and repeat-sales estimator are used in the analysis.
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The disposal of municipal solid waste is believed to emit foul odor, threaten groundwater, and increase road congestion. As remote regional landfills have replaced local town dumps, these costs are no longer internalized by garbage-producing households or their municipalities. Instead, rural property owners located adjacent to large regional landfills and along the roadways accessing those landfills bear the external costs of garbage disposal. This paper uses a comprehensive nine-year panel data set of aggregated state data to empirically examine why 8,937 municipalities continue to operate costly recycling programs designed to reduce the external costs of garbage disposal. Results suggest that local tastes for recycling drive municipal decisions. If household preferences for recycling are short lived, then we can expect a future decrease in the number of municipal recycling programs. Recent data indicate the number of recycling programs in operation in the U.S. has indeed fallen.
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El propósito es presentar las principales estrategias de ordenamiento territorial urbano puestas en práctica en los últimos quince años en el Gran La Plata, que han incidido en el paisaje cultural. Se observan tanto políticas de enfoques integrales como sectoriales, las que incorporan innovaciones en OT y proponen nuevos y/o renovados paisajes culturales y las políticas “centrales" desde las gestiones municipales. Se reflexiona sobre aportes y debilidades, incompatibilidades entre ellas, en el marco del desarrollo sustentable. La estrategia metodológica utilizada tiene un perfil cualitativo y de tipo exploratoria, con un diseño de naturaleza flexible. En el estudio de caso se identifican las modalidades de intervención en función de las transformaciones del paisaje resultante y su gestión. Tiene una fuerte orientación interpretativa y la estrategia general está orientada a conseguir una familiarización con hechos aun no suficientemente comprendidos para generar nuevas ideas que permitan realizar nuevas preguntas e hipótesis. En este marco, las políticas se tornan contradictorias, si bien han logrado modificar algunos microespacios. Se entienden más como el recorte y congelamiento/ restauración del paisaje previo que como la creación de otros renovados, nuevos y/o mejores y con valores sociales aggiornados. En lo ambiental, no han sido acompañadas por estrategias estructurantes como el arbolado urbano y disposición de los residuos sólidos urbanos.
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Analysis and simulation of the behaviour of gas turbines for power generation using different nonconventional fuels obtained from different renewable sources are presented. Three biomass-tobiofuel processes are considered: anaerobic digestion of biomass (biogas), biomass gasification (synthesis gas) and alcoholic fermentation of biomass and dehydration (bioethanol), each of them with two different biomass substrates (energy crops and municipal solid waste) as input. The gas turbine behaviour in a Brayton cycle is simulated both in an isolated operation and in combined cycle. The differences in gas turbine performance when fired with the considered biofuels compared to natural gas are studied from different points of view related with the current complex energetic context: energetic and exergetic efficiency of the simple/combined cycle and CO2 emissions. Two different tools have been used for the simulations, each one with a different approach: while PATITUG (own software) analyses the behaviour of a generic gas turbine allowing a total variability of parameters, GT-PRO (commercial software) is more rigid, albeit more precise in the prediction of real gas turbine behaviour. Different potentially interesting configurations and its thermodynamic parameters have been simulated in order to obtain the optimal range for all of them and its variation for each fuel.
Resumo:
Analysis and simulation of the behaviour of gas turbines for power generation using different nonconventional fuels obtained from different renewable sources are presented. Three biomass-tobiofuel processes are considered: anaerobic digestion of biomass (biogas), biomass gasification (synthesis gas) and alcoholic fermentation of biomass and dehydration (bioethanol), each of them with two different biomass substrates (energy crops and municipal solid waste) as input. The gas turbine behaviour in a Brayton cycle is simulated both in an isolated operation and in combined cycle. The differences in gas turbine performance when fired with the considered biofuels compared to natural gas are studied from different points of view related with the current complex energetic context: energetic and exergetic efficiency of the simple/combined cycle and CO2 emissions. Two different tools have been used for the simulations, each one with a different approach: while PATITUG (own software) analyses the behaviour of a generic gas turbine allowing a total variability of parameters, GT-PRO (commercial software) is more rigid, albeit more precise in the prediction of real gas turbine behaviour. Different potentially interesting configurations and its thermodynamic parameters have been simulated in order to obtain the optimal range for all of them and its variation for each fuel.
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Semi-arid soils cover a significant area of Earth s land surface and typically contain large amounts of inorganic C. Determining the effects of biochar additions on CO2 emissions fromsemi-arid soils is therefore essential for evaluating the potential of biochar as a climate change mitigation strategy. Here, we measured the CO2 that evolved from semi-arid calcareous soils amended with biochar at rates of 0 and 20 t ha?1 in a full factorial combination with three different fertilizers (mineral fertilizer, municipal solid waste compost, and sewage sludge) applied at four rates (equivalent to 0, 75, 150, and 225 kg potentially available N ha?1) during 182 days of aerobic incubation. A double exponential model, which describes cumulative CO2 emissions from two active soil C compartments with different turnover rates (one relatively stable and the other more labile), was found to fit verywell all the experimental datasets. In general, the organic fertilizers increased the size and decomposition rate of the stable and labile soil C pools. In contrast, biochar addition had no effects on any of the double exponential model parameters and did not interact with the effects ascribed to the type and rate of fertilizer. After 182 days of incubation, soil organic and microbial biomass C contents tended to increase with increasing the application rates of organic fertilizer, especially of compost, whereas increasing the rate of mineral fertilizer tended to suppress microbial biomass. Biochar was found to increase both organic and inorganic C contents in soil and not to interactwith the effects of type and rate of fertilizer on C fractions. As a whole, our results suggest that the use of biochar as enhancer of semi-arid soils, either alone or combined with mineral and organic fertilizers, is unlikely to increase abiotic and biotic soil CO2 emissions.
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El principal objetivo de esta tesis es verificar que las bolsas biodegradables de copoliéster (PBAT) con base de almidón (UNE 13432: 2001) alcanzan los niveles de degradación y desintegración requeridos para su certificación (%D= ≥ 90%), medido en condiciones reales de compostaje industrial. Para lograr mayor representatividad, los ensayos se han realizado en dos plantas de tratamiento de residuos urbanos en las que se aplican las técnicas de compostaje más comunes en el ámbito europeo y nacional, pila y túnel, mediante el compostaje de la FORSU. Se llevaron a cabo dos tipos de ensayos. Por un lado se realizó un ensayo escala de laboratorio (ISO 14855), orientado como indicador de la biodegradabilidad del polímero en el formato bolsa comercializado. Por otro lado, se desarrollaron una batería de ensayos realizados en dos plantas de compostaje de residuos urbanos: el Centro de Tratamiento de Residuos de Torija (Ávila), que realiza el compostaje mediante pila volteada, y el Centro de Tratamiento de Residuos de Arenas de San Pedro (Ávila), que realiza el compostaje en túnel. Para la obtención de resultados se han contrastado parámetros como el porcentaje de biodegradación (%B), el porcentaje de desintegración (%D), degradación superficial de las muestras, calidad de la FORSU inicial (caracterizaciones y análisis físico-químico) y calidad del MB final (análisis físico-químico e IG). Atendiendo al objetivo general se demuestra que las bolsas de copoliéster con base de almidón certificadas (UNE EN 13432:2001) han alcanzado el 94,37% ± 0,007% de desintegración en la planta de compostaje de FORSU con pila volteada; y el 86,36% ± 0,151% en la planta de compostaje de FORSU con túnel estático. A pesar de la aparente diferencia, el resultado del análisis concluye que no existen diferencias estadísticamente significativas entre técnicas de compostaje. La presencia de impropios y el contendido de metales pesados en la FORSU no han influido en la desintegración de las bolsas de estudio. En cambio, se ha detectado una influencia estadísticamente significativa entre el contenido de materia orgánica total y de nutrientes de la FORSU y el porcentaje de desintegración de las muestras. No se detectado una relación estadísticamente significativa entre la presencia de bolsas de estudio en las concentraciones definidas, y la calidad del MB, medido mediante el análisis físico-químico, microbiológico y el IG del MB. La concentración de los metales pesados en la mayoría de las muestras de material bioestabilizado cumplió con los límites establecidos para la categoría A, aplicable al “compost” procedente de la fracción orgánica recogida de forma separada según el RD 506/2013 de productos fertilizantes. También se detectó fitotoxicidad alta (FA) según la metodología y criterios de valoración definidos. Esta fitotoxicidad no está relacionada con la presencia de las bolsas de estudio sino con la calidad de la FORSU de partida y/o con los productos liberados durante el proceso de compostaje. ABSTRACT The main objective of this thesis is to verify that the copolyester (PBAT) starch based (UNE 13432: 2001) biodegradable bags reach levels of degradation and disintegration required for it´s certification (% D = ≥ 90%), measured in terms of real industrial composting. The tests were performed at two municipal solid waste (MSW) treatment plants, where the most common composting techniques applied at European and national level were represented, windrow and tunnel. Two types of tests were carried out: First, a laboratory scale test (ISO 14855), as an indicator of the polymer biodegradation of the commercialized bag format. Second, a battery of tests was conducted at two MSW composting plants, Waste Treatment Center of Torija (Guadalajara), that makes compost by turned pile, and the Waste Treatment Center of Arenas de San Pedro (Ávila), where makes compost by static tunnel. To obtain the results, the parameters such as the biodegradation percentage (% B), the disintegration percentage (% D), surface degradation of the samples, the initial quality of FORSU (characterizations and physico-chemical analysis) and bioestabilithated material (MB) quality (physico-chemical analysis and IG) have been compared. In reference to the general aim It shows that the copolyester starch based certified (UNE-EN 13432) bags have reached 94.37% ± 0.007% of disintegration in the composting turned pile; and 86.36% ± 0.151% in the static tunnel. Despite the apparent difference, the result of the analysis concludes that there are no statistically significant differences between composting techniques. The presence of non-compostable materials and the heavy metals content in the FORSU has not affected in the disintegration of the bags. Instead, It has been detected a statistically significant influence over the total organic matter content and nutrient content in the FORSU and the samples disintegration percentage. A statistically significant relationship between the bag presence in the defined concentrations and the quality of MB measured by physical-chemical analysis, microbiological analysis and IG of the MB is not detected. The concentration of heavy metals in most MB samples was within the limits of A-Class, applicable to "compost" from organic waste collected separately according to RD 506/2013 of fertilizers. High phytotoxicity (FA) was also detected according to the methodology and evaluation defined. The phytotoxicity is not related to the presence of bags but it is with the FORSU initial quality and/or with the products released during the composting process.
Resumo:
O gerenciamento de resíduos sólidos municipais não vem contemplando adequadamente a multidimensionalidade da realidade urbana num mundo globalizado e pouco tem auxiliado na necessária transformação dos padrões de consumo nas comunidades locais. Face a incerteza inerente dos sistemas sociais, a complexidade vem sendo, progressivamente, reconhecida como a expressão paradigmática dessa realidade. Neste trabalho, desenvolve-se o conceito de sistema de resíduos sólidos sob a perspectiva de um sistema complexo, assim como caracteriza-se a dinâmica das suas interações. A partir dessa concepção teórica, discute-se a busca da sustentabilidade por meio do gerenciamento de resíduos e as formas de complexificar a sua metodologia de atuação, na qual a cobrança da coleta de resíduos domiciliares é identificada como um importante instrumento neste processo. Propõe-se um modelo de cobrança desses serviços cuja viabilidade é verificada na simulação feita para o município de Santo André-SP. Levanta-se, ainda, dados sobre as formas de cobrança existentes em diversos municípios e a situação dos serviços de limpeza urbana no Brasil. Conclui-se que o gerenciamento de resíduos sólidos deve ser executado no âmbito de uma política pública local para o setor e que o modelo de cobrança proposto tem maior aplicabilidade em cidades de médio a grande porte.
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Illinois EPA's initial evaluation of this site revealed problems such as erosion, exposed waste, low areas at the surface that allowed water to pond, and leachate seeps water that becomes contaminated after contact with landfill waste).
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This report presents the results of stratigraphic analysis of the southwestern quadrant of the Cedar Hills Regional Landfill (CHRLF). My report was intended to incorporate the recent Area 8 borehole data into the pre-existing analyses. This analysis was conducted during the preparation of the Area 8 Hydrogeologic Report, but is my independent investigation and does not represent the opinion of UEC or their associates. The CHRLF, in Maple Valley, WA, south of Squak Mountain, is a municipal solid waste landfill that has been in operation since the 1960s. A network of borings, the product of previous investigations, exists for the study area. I utilized the compiled boring logs, previous investigations, and the recently acquired data to produce a series of interpretative cross-sections for the study area. I recognized 9 distinct stratigraphic units, including fill. My interpreted stratigraphic units are similar to those identified in previous investigations such as the Area 7 Hydrogeologic investigation (HDR Engineering and Associates, 2008). These units include pre-Olympia aged non-glacial alluvium, glacial alluvium, and glacial till. Additionally, younger, Vashon-aged deposits of glacial till, recessional outwash, recessional lacustrine, and ice-contact were observed. An isolated “till-like” deposit was observed below the Vashon till. This could possibly represent an older till as mapped by Sweet Edwards (1985) and Booth (1995). I cite the continuity of the lower contact of the Vashon till (Unit 5, Table 2) and the upper contact pre-Vashon non-glacial fluvial deposits (Unit 9, Table 2) as evidence that faults or other structural features do not offset the deposits in the study area. This conclusion supports the findings of the pre-existing body of work within the landfill property and the nearby Queen City Farms property.
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This study compares process data with microscopic observations from an anaerobic digestion of organic particles. As the first part of the study, this article presents detailed observations of microbial biofilm architecture and structure in a 1.25-L batch digester where all particles are of an equal age. Microcrystalline cellulose was used as the sole carbon and energy source. The digestions were inoculated with either leachate from a 220-Lanaerobic municipal solid waste digester or strained rumen contents from a fistulated cow. The hydrolysis rate, when normalized by the amount of cellulose remaining in the reactor, was found to reach a constant value 1 day after inoculation with rumen fluid, and 3 days after inoculating with digester leachate. A constant value of a mass specific hydrolysis rate is argued to represent full colonization of the cellulose surface and first-order kinetics only apply after this point. Additionally, the first-order hydrolysis rate constant, once surfaces were saturated with biofilm, was found to be two times higher with a rumen inoculum, compared to a digester leachate inoculum. Images generated by fluorescence in situ hybridization (FISH) probing and confocal laser scanning microscopy show that the microbial communities involved in the anaerobic biodegradation process exist entirely within the biofilm. For the reactor conditions used in these experiments, the predominant methanogens exist in ball-shaped colonies within the biofilm. (C) 2005 Wiley Periodicals, Inc.
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The aim of this study was to conduct a number of controlled digestions to obtain easily comparable cellulose solubilisation rates and to compare these rates to those found in the literature to see which operational differences were significant in affecting cellulose degradation during anaerobic digestion. The results suggested that differences in volumetric cellulose solubilisation rates were not indicative of the true performance of cellulose digestion systems. When cellulose solubilisation rates were normalised by the mass of cellulose in the reactor at each time step, the comparison of the rates became more meaningful. Cellulose solubilisation was surface area limited. Therefore, changes in the loading rate of cellulose to the reactor altered the volumetric solubilisation rate without changing the mass normalised rate. Comparison of mass normalised solubilisation rates from this study and the literature demonstrated that differences in reactor configuration and operational conditions did not significantly impact on the solubilisation rate whereas the difference in composition of the microbial communities showed a marked effect. This work highlights the importance of using appropriately normalised data when making comparisons between systems with differing operational conditions. (c) 2005 Elsevier Ltd. All rights reserved.
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Despite wide application of cellulose-azure as a substrate for measuring cellulase activity, there is no quantification of hydrolysis rate or enzymatic activities using this substrate. The aim of this study was to quantify the hydrolysis rate in terms of product formation and dye released using cellulose-azure. The amount of dye released was correlated with the production of glucose and the enzyme concentrations. It is shown that the lack of correlation can be due to (1) repression of the release of the azure-dye when azure-dye accumulates, (2) presence of degradable substrates in the cellulase powder which inflate the glucose measurements and (3) the degradation of cellulose which is not linked to the dye in the cellulose-azure. Based on the lack of correlation, it is recommended that cellulose-azure should only be applied in assays when the aim is to compare relative activities of different enzymatic systems. (c) 2005 Elsevier B.V. All rights reserved.
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Subtitle D of the Resource Conservation and Recovery Act (RCRA) requires a post closure period of 30 years for non hazardous wastes in landfills. Post closure care (PCC) activities under Subtitle D include leachate collection and treatment, groundwater monitoring, inspection and maintenance of the final cover, and monitoring to ensure that landfill gas does not migrate off site or into on site buildings. The decision to reduce PCC duration requires exploration of a performance based methodology to Florida landfills. PCC should be based on whether the landfill is a threat to human health or the environment. Historically no risk based procedure has been available to establish an early end to PCC. Landfill stability depends on a number of factors that include variables that relate to operations both before and after the closure of a landfill cell. Therefore, PCC decisions should be based on location specific factors, operational factors, design factors, post closure performance, end use, and risk analysis. The question of appropriate PCC period for Florida’s landfills requires in depth case studies focusing on the analysis of the performance data from closed landfills in Florida. Based on data availability, Davie Landfill was identified as case study site for a case by case analysis of landfill stability. The performance based PCC decision system developed by Geosyntec Consultants was used for the assessment of site conditions to project PCC needs. The available data for leachate and gas quantity and quality, ground water quality, and cap conditions were evaluated. The quality and quantity data for leachate and gas were analyzed to project the levels of pollutants in leachate and groundwater in reference to maximum contaminant level (MCL). In addition, the projected amount of gas quantity was estimated. A set of contaminants (including metals and organics) were identified as contaminants detected in groundwater for health risk assessment. These contaminants were selected based on their detection frequency and levels in leachate and ground water; and their historical and projected trends. During the evaluations a range of discrepancies and problems that related to the collection and documentation were encountered and possible solutions made. Based on the results of PCC performance integrated with risk assessment, projection of future PCC monitoring needs and sustainable waste management options were identified. According to these results, landfill gas monitoring can be terminated, leachate and groundwater monitoring for parameters above MCL and surveying of the cap integrity should be continued. The parameters which cause longer monitoring periods can be eliminated for the future sustainable landfills. As a conclusion, 30 year PCC period can be reduced for some of the landfill components based on their potential impacts to human health and environment (HH&E).