924 resultados para Giant Rats Tail Grass Serious Environmental Weed


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Los fármacos en el agua han sido considerados en los últimos años un problema medioambiental grave, y se ha incrementado el interés por los efectos que pueden producirse en el medio acuático. Aunado a este problema se encuentra el consumo excesivo de medicamentos no controlados, los cuales pueden ser desechados sin tener el tratamiento adecuado; por lo que se ingresan a los cursos de agua. Estos contaminantes emergentes son compuestos cuyo vertido supone un problema sanitario y ambiental. Se trata de contaminantes solubles en agua por lo que son capaces de estar presentes en todas las etapas del ciclo del agua. Han sido numerosos estudios los que se han realizado en diferentes países, ya que su presencia se ha convertido en un tema emergente en la química del medio ambiente, debido a que en las investigaciones realizadas muestran que no hay una eliminación completa a pesar de los distintos procesos que se aplican en las plantas de tratamiento de aguas residuales. Esta contaminación, incrementa la necesidad de conocer cuál es el efecto toxicológico sobre los organismos acuáticos y, en consecuencia, en las personas. La bacteria Escherichia Coli, es un organismo muy estudiado, debido a que se encuentra en los intestinos de los animales y humanos y por lo consiguiente en las aguas negras. Teniendo en cuenta la crítica situación, se planteó estudiar el efecto sobre la bacteria E. coli de 4 fármacos: Atenolol, Azitromicina, Estradiol e Ibuprofeno, para conocer cual era su comportamiento y el efecto que podían producir la presencia de los fármacos en la eliminación por procesos de oxidación. Así también, los efectos producidos sobre E. Coli, después de estar en contacto con los fármacos 1, 3 y 7 días. Se observó que los fármacos tienen efectos en el aumento o eliminación de los microrganismos dependiendo de los tiempos de exposición y la concentración del fármaco. Así mismo se observó que los microorganismos asimilan mejor las concentraciones menores de fármacos, a tiempos de contacto mayores de 24 horas. Con todos los desinfectantes de estudio se observaron ligeras resistencias de la bacteria ante la presencia de los fármacos. Drugs in water have been considered in recent years a serious environmental problem, and has increased interest in the effects that may occur in the aquatic environment. Added to this problem is the excessive consumption of non-controlled drugs, which can be disposed of without proper treatment, so they enter waterways. These are compounds emerging contaminants being discharged is a health and environmental problem. It is water soluble contaminants and are therefore able to be present in all stages of the water cycle. There have been numerous studies conducted in different countries, since their presence has become an emerging issue in environmental chemistry, because in the research shows that there isn’t a removal despite the different processes used in wastewater treatment plants. This contamination, increases the need to know what is the toxicological effects on aquatic organisms and, consequently, in people. The bacterium Escherichia coli, is a well-studied organism because it is found in the intestines of animals and humans and is therefore in the wastewater. Given the critical situation, was proposed to study the effect on the bacterium E. coli of 4 drugs: Atenolol, Azithromycin, Estradiol and Ibuprofen, to know what his behavior and the effect it could produce the presence of drugs in the removal by oxidation processes. Also, the effects on E. Coli, after being in contact with the drug 1, 3 and 7 days. It was noted that the drugs have effects on the growth or elimination of microorganisms depending on exposure time and the drug concentration. Also it was observed that the microorganisms assimilate lower concentrations of drug better over 24 hours. With all disinfectants study were observed resistances of the bacteria in the presence of the drugs.

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Soil erosion is a serious environmental threat in the Mediterranean region due to torrential rainfalls, and it contributes to the degradation of agricultural land. Techniques such as rainwater harvesting may improve soil water storage and increase agricultural productivity, which could result in more effective land usage. Reservoir tillage is an effective system of harvesting rainwater, but it has not been scientifically evaluated like other tillage systems. Its suitability for the conditions in Spain has not been determined. To investigate and quantify water storage from reservoir tillage and how it could be adapted to improve infiltration of harvested rainwater, a laboratory-scale rainfall simulator was developed. Rainfall characteristics, including rainfall intensity, spatial uniformity and raindrop size, confirm that natural rainfall conditions are simulated with sufficient accuracy. The simulator was auto-controlled by a solenoid valve and three pressure nozzles were used to spray water corresponding to five rainfall intensities ranging from 36 to 112 mm h-1 for 3 to 101-year return period with uniformity coefficients between 83 and 94%. In order to assess the reservoir tillage method under surface slopes of 0, 5, and 10%, three soil scooping devices with identical volume were used to make depressions in the following forms: a) truncated square pyramid, b) triangular prism, and c) truncated cone. These depressions were compared to a control soil surface with no depression. For the loam soil used in this study, results show that reservoir tillage was able to reduce soil erosion and surface runoff and significantly increase infiltration. There was significant difference between the depressions and the control. Compared to the control, depression (a) reduced surface runoff by about 61% and the sediment yield concentration by about 79%.

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Soil erosion is a serious environmental threat in the Mediterranean region due to torrential rainfalls, and it contributes to the degradation of agricultural land. Techniques such as rainwater harvesting may improve soil water storage and increase agricultural productivity, which could result in more effective land usage. Reservoir tillage is an effective system of harvesting rainwater, but it has not been scientifically evaluated like other tillage systems. Its suitability for the conditions in Spain has not been determined. To investigate and quantify water storage from reservoir tillage and how it could be adapted to improve infiltration of harvested rainwater, a laboratory-scale rainfall simulator was developed. Rainfall characteristics, including rainfall intensity, spatial uniformity and raindrop size, confirm that natural rainfall conditions are simulated with sufficient accuracy. The simulator was auto-controlled by a solenoid valve and three pressure nozzles were used to spray water corresponding to five rainfall intensities ranging from 36 to 112 mm h− 1 for 3 to 101-year return period with uniformity coefficients between 83 and 94%. In order to assess the reservoir tillage method under surface slopes of 0, 5, and 10%, three soil scooping devices with identical volume were used to make depressions in the following forms: a) truncated square pyramid, b) triangular prism, and c) truncated cone. These depressions were compared to a control soil surface with no depression. For the loam soil used in this study, results show that reservoir tillage was able to reduce soil erosion and surface runoff and significantly increase infiltration. There was significant difference between the depressions and the control. Compared to the control, depression (a) reduced surface runoff by about 61% and the sediment yield concentration by about 79%.

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In the last years, intensive animal husbandry production has led to a large concentration of animals in small areas. This has resulted in the production of excessive amounts of manures with insufficient nearby land for application. One of this areas is the Amblés Valley located in the centre of Spain, near to Ávila city, with an extension of 167472 ha of which 88.9% is agricultural land. This valley has an important livestock focused on pig, cattle, chicken production which is associated with the generation of more than 200,000 t/year of manure. There are a number of environmental problems associated with these intensive agricultural systems, including N and P pollution of water bodies, methane emissions and odour pollution. These serious environmental threats are called for innovative environmental management approaches. A feasible technology for the management of manures, offering a potential to valorise these wastes, is pyrolysis, which results in the production of biochar. The objective of this work is evaluated the technical and economic feasibility of the production of biochar in Amblés Valley (Spain).

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El objetivo definitivo de esta investigación es contribuir con la profundización del conocimiento en las tecnologías de remediación, específicamente las térmicas, debido a que la contaminación de suelos es motivo de preocupación por ser uno de los graves impactos ambientales que origina el hombre con sus actividades, especialmente las industriales, afectando a la salud de los seres humanos, y el medio ambiente, representando elevados costes de saneamiento y en ocasiones problemas graves de salud de las comunidades aledañas. Se establecen tres fases de investigación. En la primera se diseña el sistema de termodesorción a escala piloto, se desarrolla las corridas experimentales, la segunda con corridas en laboratorio para investigar sobre los parámetros que intervienen en el proyecto. Se hacen las corridas respectivas para determinar la eficacia del sistema, y la tercera fase que consiste en comparar los modelos teóricos de Hartley, con los de Hartley Graham –Bryce y el de Hamaker para determinar su aproximación con los resultados reales. Apoyado en investigaciones anteriores, se diseñó y construyó un sistema de desorción térmica, el cual consiste en un horno tipo caja con 4 calentadores (resistencias), y una campana con un filtro para evitar la contaminación atmosférica, así mismo, se diseñó un sistema de control que permitió hacer las corridas con 1/3 de la potencia, con una relación de encendido apagado 3:1 respectivamente. Para validar los resultados obtenidos en el estudio matemático, se compararon dos modelos con la finalidad cuál de ellos se aproxima más a la realidad, se tomaron los ensayos con sus tiempos de operación a las temperaturas y se trabajó a distintas bandas de temperaturas para verificar la fiabilidad del proceso matemático. La temperatura es un variable importante en los procesos de desorción, como los son también la humedad del suelo, pues esta va influir directamente en el tiempo de remediación, por lo que es importante tomarla en cuenta. De igual forma el tipo de suelo va influir en los resultados, siendo las arenas más aptas para este tipo de remediación. Los resultados de la modelización son presentados para temperaturas constantes, el cual difiere de la realidad, pues el proceso de calentamiento es lento y va en accenso dependiendo del contenido de humedad y de las propiedades del suelo. La experimentación realizada concluye con buenos resultados de la aplicación de sistemas de desorción de acuerdo a las variables de Panamá. Con relación al grado de cumplimiento respecto a las normativas actuales relacionadas a los límites máximos permitidos. Los resultados garantizan las posibilidades del proceso de remediación térmica de suelos contaminados con combustibles en rango de diésel, garantizando niveles aceptables de limpieza en un tiempo menor a otras metodologías no destructivas pudieran tomar. ABSTRACT The ultimate goal of this investigation is to enhance the pool of knowledge related to remediation technologies, specifically thermal desorption. The motivation for this study is based on concerns due to pollution of land as one of the most serious environmental impacts caused by anthropogenic effects, specially industrial activities, affecting human health and the environment in general, which represents high reclamation costs, and in some cases, serious health issues in nearby communities. Three phases have been established for this study. The first phase involves the design of a thermal desorption system as a pilot experiment, and associated tests. The second phase consists of laboratory testing to investigate the parameters that affect the investigation, as well as to determine the efficacy of the system. The third phase covers the comparison of theorical models as proposed by Hartley, Hartley Graham – Bryce, and Hamaker, as well as the evaluation of these models versus the laboratory results. Supported by previous researches, the thermal desorption system was designed and installed as a “box” type oven with four heaters (resistances) and one absorption hood with a filter to avoid atmospheric contamination. In the same way, a control system was designed allowing testing with 1/3 of the power, with an on/off rate of 3:1 respectively. In order to validate the results, two mathematical models were compared to identify which model is closer to the experimental results; test results were documented with respective durations and temperatures; and experiments were executed using different ranges of temperature to validate the consistency of the mathematical process. Temperature is an important variable that should be considered for the desorption processes, as well as the humidity content within the soil, that has direct influence over the required duration to achieve remediation. In the same manner, the type of soil also influences the results, where sands are more efficient for this type of remediation process. The results from this experiment are according to constant temperatures, which is not a complete representation of the reality, as the heating process is slow and the temperature gradually increases according to the humidity content and other properties of the soil. The experiment shows good results for the application of thermal desorption systems according to the variables in Panama, as well as the level of compliance required to fulfill current regulations and mandatory maximum limits. The results guarantee the possibility of soil thermo-remediation as a resource to clean sites that have been polluted with diesel-like combustibles, allowing acceptable levels in a period of time that is lower than with other non-destructive remediation technics.

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O artigo aborda a temática da produção e consumo de bens pela sociedade atual que ocasionam sérios problemas ambientais e sociais devido ao grande descarte de materiais de diversas naturezas. O consumo exagerado é incentivado pelas estratégias de markting que incentivam novas compras e descartes muitas vezes prematuros de produtos e embalagens. A sustentabilidade é um fator importante que deve ser considerado nesse debate pois está diretamente vinculada ao chamado desenvolvimento sustentável, um paradigma ainda em construção. À partir dos princípios gerais do desenvolvimento sustentável podem ser estabelecidos outros que abordem exclusivamente a sustentabilidade com relação ao Gestão e Gerenciamento dos Resíduos Sólidos Urbanos abrangendo as dimensões ambiental/ecológica, econômica e social. As estratégias sustentáveis para esse gerenciamento são investigadas há anos por instituições de pesquisa/ensino, empresas e administração pública no intuito de se alcançar uma solução para os problemas advindos a produção e descarte de resíduos sólidos. O texto apresenta exemplos de ações no Brasil e Espanha no que tange às ações de gestão dos resíduos descartados nesses países, com destaque para a Comunidade de Barcelona.

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Fundamental principles of precaution are legal maxims that ask for preventive actions, perhaps as contingent interim measures while relevant information about causality and harm remains unavailable, to minimize the societal impact of potentially severe or irreversible outcomes. Such principles do not explain how to make choices or how to identify what is protective when incomplete and inconsistent scientific evidence of causation characterizes the potential hazards. Rather, they entrust lower jurisdictions, such as agencies or authorities, to make current decisions while recognizing that future information can contradict the scientific basis that supported the initial decision. After reviewing and synthesizing national and international legal aspects of precautionary principles, this paper addresses the key question: How can society manage potentially severe, irreversible or serious environmental outcomes when variability, uncertainty, and limited causal knowledge characterize their decision-making? A decision-analytic solution is outlined that focuses on risky decisions and accounts for prior states of information and scientific beliefs that can be updated as subsequent information becomes available. As a practical and established approach to causal reasoning and decision-making under risk, inherent to precautionary decision-making, these (Bayesian) methods help decision-makers and stakeholders because they formally account for probabilistic outcomes, new information, and are consistent and replicable. Rational choice of an action from among various alternatives-defined as a choice that makes preferred consequences more likely-requires accounting for costs, benefits and the change in risks associated with each candidate action. Decisions under any form of the precautionary principle reviewed must account for the contingent nature of scientific information, creating a link to the decision-analytic principle of expected value of information (VOI), to show the relevance of new information, relative to the initial ( and smaller) set of data on which the decision was based. We exemplify this seemingly simple situation using risk management of BSE. As an integral aspect of causal analysis under risk, the methods developed in this paper permit the addition of non-linear, hormetic dose-response models to the current set of regulatory defaults such as the linear, non-threshold models. This increase in the number of defaults is an important improvement because most of the variants of the precautionary principle require cost-benefit balancing. Specifically, increasing the set of causal defaults accounts for beneficial effects at very low doses. We also show and conclude that quantitative risk assessment dominates qualitative risk assessment, supporting the extension of the set of default causal models.

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Nitrate (NO3) accumulations (up to 1880 kg NO3-N/ha for a 12-m profile) in the soils of the Johnstone River catchment (JRC) may pose a serious environmental threat to the Great Barrier Reef lagoon if the NO3 were released. The: leaching of artificial rainwater through repacked soil columns was investigated to determine the effect of low NO3/low ionic strength inputs on the NO3 Chemistry of the JRC profiles. Repacked soil columns were used to simulate the 11.5-m profiles, and the soil solution anion and cation concentrations were monitored at 10 points throughout the soil column. As the rainwater was applied, NO3 leached down the profile, with substantial quantities exiting the columns. Anion exchange was discounted as the major mechanism of NO3 release due to the substantial net loss of anions from the system (up to 2740 kg NO3-N/ha over the experimental period). As the soils were dominated by variable charge minerals, the effect of changing pH and ionic strength on the surface charge density was investigated in relation to the release of NO3 from the exchange. It was concluded that the equilibration of the soil solution with the low ionic strength rainwater solution resulted in a lessening of both the positive and negative surface charge. Nitrate was released into the soil solution and subsequently leached due to the lessening of the positive surface charge. Loss of NO3 from the soil profile was slow, with equivalent field release times estimated to be tens of years. Although annual release rates were high in absolute terms (up to 175 kg NO3-N/ha.year), they are only slightly greater than the current loss rates from fertilised sugarcane production (up to 50 kg NO3-N/ha.year). In addition to this, the large-scale release of NO3 from the accumulations will only occur until a new equilibrium is established with the input rainwater solution.