A concentração demográfica e de sistemas coletivos de esgotamento sanitário dentro do perímetro urbano da maioria dos municípios brasileiros, dificulta a viabilização do fornecimento de serviços de tratamento de esgotos domésticos à habitações e núcleos habitacionais isolados situados em áreas periurbanas e rurais, intensificando os danos provocados pela poluição de origem antrópica ao meio ambiente e à preservação da saúde pública. Para contribuir no equacionamento deste problema, o presente estudo teve por finalidade avaliar uma wetland construída híbrida em escala real, composta por uma unidade com fluxo contínuo subsuperficial vertical seguida por uma unidade de fluxo contínuo subsuperficial horizontal, cultivadas com capim Vetiver, para o tratamento de efluente proveniente de tanque séptico. A presente configuração experimental busca uma solução de baixo custo e simplificada para o tratamento descentralizado de esgotos domésticos. A estação experimental de tratamento de esgotos, parte integrante e um dos produtos da Rede Nacional de Tratamento de Esgotos Descentralizados RENTED, foi construída no Centro Tecnológico de Hidráulica CTH / Escola Politécnica EPUSP, campus Butantã da USP, em São Paulo. O esgoto bruto foi proveniente do Conjunto Residencial da USP e do restaurante central da Cidade Universitária. As vazões média e máxima de esgoto bruto, respectivamente, de 640L.d-1 e 1600L.d-1, foram aplicadas à entrada do TS de 5.000L e deste escoaram por gravidade à entrada da wetland construída híbrida, com TDH total de 2,8d e 1,1d, respectivamente, sob aplicação das vazões média e máxima de projeto. O monitoramento do experimento em campo, incluindo o período inicial de partida, durou 6 meses consecutivos. Foram avaliados os parâmetros físico-químicos e microbiológicos do esgoto bruto e do efluente do tanque séptico e das câmaras da wetland construída híbrida durante 97 dias consecutivos. Os resultados indicaram que tanto as mudas jovens quanto as adultas de capim Vetiver adaptaram-se bem às condições ambientais. As eficiências médias de remoção no efluente tratado final quanto à matéria orgânica carbonácea foram de 96 por cento para DBO5,20 e 90 por cento para DQO, 40 por cento para N-total, 23 por cento para N-amoniacal total, 60 por cento para P-total, 52 por cento para P-PO4, 74 por cento para SST, 96 por cento para SSV, 75 por cento para sólidos sedimentáveis, 44 por cento para SDV, 88 por cento para sulfeto total, e 97 por cento para óleos e graxas totais, variando entre 73 por cento a 100 por cento . Cerca de 80 por cento da fração orgânica da matéria nitrogenada presente no esgoto bruto foi removida. A remoção de coliformes termotolerantes foi, em média, de 2 e 3 unidades log, e de Escherichia Coli, média de 1 e 3 unidades log, respectivamente, sob aplicação das vazões máxima e média, Giardia sp, média de 99,995 por cento , Cryptosporidium sp, média de 98,7 por cento , Enterovírus, média de 99,6 por cento , e Ascaris sp, média de 0,10 ovo/L. A remoção de sulfetos propiciou a geração de efluente tratado sem odores desagradáveis. A diminuição da vazão aplicada e a elevação do TDH influenciaram positivamente no desempenho do sistema com relação às remoções dos parâmetros físico-químicos e microbiológicos. Com base no presente estudo, ficou evidente o benefício da associação de wetlands construídas com fluxo vertical e horizontal no tratamento de efluente de tanque séptico. O capim Vetiver apresentou bom potencial de utilização em wetlands 8 construídas para tratamento de esgotos domésticos. O sistema experimental de tratamento apresentou flexibilidade operacional, mantendo bom desempenho inclusive nos períodos de sobrecarga. A qualidade do efluente tratado final obtido no presente estudo atende às exigências de lançamento e aos padrões de emissão de efluentes líquidos em corpos dágua e em sistemas públicos de esgotamento sanitário definidos na legislação ambiental federal e do Estado de São Paulo. A tecnologia de wetlands construídas híbridas associada ao tratamento de efluentes de tanque séptico apresentou bom potencial para o tratamento descentralizado de esgotos domésticos, inclusive em regiões com pouca disponibilidade de área livre. / The demographic concentration and collective systems of sanitation inside the urban perimeter of most Brazilian municipalities, hampers the feasibility of providing sewage treatment services to domestic dwellings and housing isolated nuclei located in peri-urban and rural areas, intensifying the damage caused by pollution of human origin to the environment and to the preservation of public health. For help in solving this problem, the present study had the purpose to evaluate a hybrid constructed wetland full-scale, composed of a unit with continuous vertical subsurface flow followed by a continuous horizontal subsurface flow unit, grown with Vetiver grass, for the treatment of effluent from septic tank. This experimental search setting a low-cost and simplified solution for decentralized treatment of household sewage. The experimental sewage treatment station, integral and one of the products of the Rede Nacional de Tratamento de Esgotos Descentralizados RENTED, was built on the Centro Tecnológico de Hidráulica CTH / Escola Politécnica EPUSP, campus Butantã of USP, in São Paulo. The raw sewage was coming from the residential condominium of the USP and the central restaurant of the University City. The average and maximum flows of raw sewage, respectively, of 640L.d-1 and 1600L.d-1, have been applied to the septic tank input to 5,000L and drained by gravity from the edge of the hybrid constructed wetland with TDH total of 2.8d and 1.1d, respectively, under application of the average and maximum flow rates. Monitoring the experiment in the field, including the early period, lasted 6 months. They were evaluated the physico-chemical and microbiological parameters of raw sewage and effluent from septic tank and the chambers of hybrid constructed wetland during 97 consecutive days. The results indicated that both the young seedlings as the adults of Vetiver grass have adapted well to environmental conditions. The average removal efficiencies in the final treated effluent as to carbonaceous organic matter were 96 per cent for BOD5,20 and 90 per cent for COD, 40 per cent for Ntotal, 23 per cent for N-ammoniacal, 60 per cent for P-total, 52 per cent for P-PO4, 74 per cent for SST, 96 per cent for SSV, 75 per cent for settleable solids, 44 per cent for SDV, 88 per cent for total sulfide, and 97 per cent for oils and greases totals, ranging from 73 per cent to 100 per cent . About 80 per cent of the organic fraction of nitrogen matter present in the raw sewage has been removed. The thermotolerants coliforms removal was, in average, of 2 and 3 log units, and Escherichia Coli, average of 1 and 3 log units, respectively, under application of the maximum and average flow rates, Giardia sp, average of 99.995 per cent , Cryptosporidium sp, average of 98.7 per cent , Enterovirus, average of 99.6 per cent , and Ascaris sp, average of 0.10 eggs/L. Removal of sulfides allowed the generation of treated effluent without unpleasant odors. The decrease in flow rate applied and the elevation of TDH influenced positively on system performance with respect to removals of chemical-physical and microbiological parameters. Based on this study, it became apparent the association benefit constructed wetlands with vertical and horizontal flow in the treatment of wastewater of septic tank. The Vetiver grass has good potential for use in constructed wetlands for wastewater treatment. The experimental system of treatment presented operational flexibility while maintaining good performance even in periods of overload. The quality of the final treated effluent obtained in this study 10 meets the requirements and emission standards of liquid effluents in water bodies and in public sanitation systems defined in federal environmental legislation and the State of São Paulo in Brazil. Hybrid constructed wetlands technology associated with the septic tank effluent treatment showed good potential for decentralized domestic wastewater treatment, including in regions with low availability of free area.

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This thesis discusses the relationship between space (physical and figurative) and sovereign power, with respect to the history of the United States' immigration and boundary policy. It examines spatial organization as a social product, and simultaneously a producer of mainstream associations of illegal activity at the border with Mexico. It begins with a brief introduction to a spatially informed analytical framework, a history of relevant United States' immigration policy. The paper then uses newspaper coverage from the 1970s and 1980s to examine the local and national rise of xenophobia in the United States, and the normalization of boundary control and associated illegality. The socio-spatial evaluation of federal policy and public sentiment culminates with a discussion of the border policies developed by the United States Border Patrol in the early 1990s. The strategy introduced focused on preventing immigration by deterring migrants from the attempt. This plan was necessarily spatial in nature as it sought to displace migrants from ideal crossing spaces to sites vulnerable to capture by the Border Patrol. Ultimately, the history of the United States boundary with Mexico demonstrates the power of controlling a territory, and controlling a social narrative.

No Brasil, o modelo implantado de esgotamento sanitário é centralizado, baseado em grandes redes de coleta de esgoto para transporte até as estações de tratamento. No entanto, o atendimento para que uma maior parcela da população possa ser atendida, modelos e sistemas descentralizados devemser adotados. Os wetlands construídos são amplamente citados como soluções sustentáveis, com apelo natural e de custo competitivo para o tratamento de águas residuárias de diversas fontes e são ainda apontados como uma tecnologia adequada e viável para a implantação de sistemas descentralizados de esgotamento sanitário. Nesse contexto, o presente estudo buscou a partir de um estudo de caso compreender o comportamento de um wetlands construídos híbridos em escala real no tratamento de esgoto sanitário, com operação registrada de 50 meses. O estudo buscou compreender os problemas operacionais ocorridos e os efeitos sobre as eficiências de remoção de carga orgânica, as possíveis correlações entre o tempo de operação, dos wetlands construídos na eficiência de remoção de carga orgânica além da influência da temperatura do ar e pluviometria. A eficiência de remoção média ao longo dos 50 meses para DBO520 e DQO foi de 82% e 72% respectivamente. Nenhuma correlação de grande representatividade foi encontrada, mas correlações negativas fracas foram observadas entre a eficiência de remoção de carga orgânica e a temperatura ambiente e entre a mesma eficiência e o tempo de operação / The wastewater collection and treatment model adopted in Brazil is centralized, based on great networks and treatment plants; however, the provision to a large part of the population requires that models and systems be decentralized. The constructed wetlands are often mentioned as sustainable solutions, for its natural appeal and competitive cost for treating wastewater from several sources; they are also pointed out as a viable and adequate technology for the implementation of decentralized sanitation systems. In this scenario, this study aims at applying a scientific analysis, based on a case study, of a system of hybrid constructed wetlands for treating domestic sewage, in full-scale, whose operation was registered for 50 months. This dissertation aims at describing, in detail, the project criteria and the constructive methodologies used by reporting the advantages and problems created by these criteria, besides analyzing the efficiency in the removal of organic load affected by the wastewater system, testing if there is any correlation between time of operation of the wetland system and its efficiency to remove organic load, and between the variations of temperature in the region where the system is operating and the efficiency, and, finally, between pluviometry in the region where the system is operating and the efficiency. In conclusion, the study compares the results obtained from data of other full-scale systems in different locations, in full-scale. The study found average removal efficiency throughout the 50 months for BOD5 and COD of 82% and 72%, respectively. No major correlation was found, but weak negative correlations were observed between the organic load removal efficiency and room temperature, and between efficiency and time of operation

The quantity of stormwater runoff from the city of Adelaide almost matches the demand for drinking water. It therefore becomes increasingly important as an alternative source for water supply. This research focused at the Parafield Stormwater Harvesting Facility near Adelaide in order to better understand: (1) nutrient dynamics between the water column, sediments and plant community, (2) allochthonous and autochthonous sources of nutrients and (3) nutrient retention capacity of the reed bed. A weekly monitoring programme for the physical and chemical parameters of the water column, sediment and plant community was carried out over three years for specific locations within the reed bed. Ordination and clustering of the time series data revealed distinctive seasonal and spatial nutrient patterns. The concentrations for total nitrogen (TN) showed high concentrations for the summer period (1.04 to 1.86 mg/L) and low concentration for the winter season (0.25 to 0.46 mg/L). For the other nitrogen fractions in form of nitrate (NO₃⁻) and ammonium (NH₄⁺) the seasonal patterns were different to that of TN. In NO₃⁻ the concentrations were high during the summer and winter seasons and NH₄⁺ showed high concentration during the spring. The seasonality for total phosphorus (TP) showed high concentration for the spring period (0.049 to 0.163 mg/L) and low concentration for the other seasons (0.01 to 0.019 mg/L). A similar pattern has been observed for phosphate (PO₄³ ⁻) as well. The dissolved organic carbon (DOC) concentrations showed high concentrations during the summer period (21.36 to 31.64 mg/L) and low concentration during the winter seasons (5.48 to 7.14 mg/L). The seasonal pattern for the nutrient contents of the plant community showed highest concentrations during summer (5.5 to 34.2 gTN/kg) and lowest concentrations in winter (0.2 to 7.7 gTN/kg). Nutrient concentrations in the sediments were highest during the non-growing seasons (autumn and winter). This result indicated that the function of sediments changes seasonally from being a sink during the non-growing season by accumulating both allochthonous and autochthonous nutrients in the rainy season, and becoming a source during the growing seasons due to nutrient release from anaerobic sediments supporting the growth of the macrophyte community. Overall the function of sediment in reed bed pond of the Stormwater Harvesting Facility was to be a source of nutrients and therefore no accumulation of nutrients occurred during the study period. The research has demonstrated that the reed bed currently performs as a reasonable nutrient retention system with following nutrient removal rates: 0.85 mg TN /m²/day, 0.79 mg NO₃⁻ /m²/day, 0.28 mg NH₄⁺/m²/day, 0.05 mg TP /m²/day, 0.04 mg PO₄³ ⁻ /m²/day, and 5.75 mg DOC /m²/day. Seasonal difference in the water retention time showed that the for most of the nutrients the removal performance was most effective during autumn and winter with the exception of the removal performance of P forms, which most effective during spring and summer. For TN, NO₃⁻ and DOC the RE was most efficient at a residence time > 15days, for TP and PO₄³ ⁻ it is 5-10 days and for NH₄⁺ it is <;5days. Time–series modelling of the monitoring data resulted in rule-based prediction models for the different nutrients. Sensitivity analyses of the models revealed key driving variables for the nutrient dynamics of the reed bed. The prediction results revealed that the DO was the key driving variable influencing the nutrient concentrations in the water column and therefore to improve the water quality of the treatment water DO levels have to maintained above the threshold of 4 mg/L. Beside DO other key driving variables were turbidity, ORP and the nutrient levels from the previous site. Therefore the control of these parameters would be the start to develop a management plan for best-practice management in terms of water quality at the Parafield Stormwater Harvesting Facility. / http://proxy.library.adelaide.edu.au/login?url= http://library.adelaide.edu.au/cgi-bin/Pwebrecon.cgi?BBID=1458926 / Thesis (Ph.D.) -- University of Adelaide, School of Earth and Environmental Science, 2010

<p>This report deals with the performance of a batch flow treatment of landfillleachate compared with a continuous flow system. The parameters in focus were total Kjeldahl nitrogen (TKN), BOD5 and COD. The pilot-scale experiment used eight barrels with a volume of 150 liters. Each barrel was constructed differently concerning its flow, its bed material grain size and its presence of plants or not. Four of the barrels worked in batch mode, thus four in continuous flow mode. The continuous flow systems were provided with water trough small tubes with regulators. Samples were collected once a week and analysis was carried out yielding results of BOD5, COD, TKN, pH and conductivity of the effluents. The same parameters were analyzed for the influent every week. The result shows that a wetland is a good way of treating the landfill leachate as the BOD5, COD and TKN decreases. Moreover the color, which contravenes with legislative demands in the region, was distinctly decreased. Yet the report failed to show a significant difference between batch loaded and continuous flow wetlands. More studies have to be carried out in order to determine or contradict whether batch mode in fact provides a better treatment.</p>

The purpose of this research is to hydraulically characterize an engineered wetland in Albany, Oregon. The wetland receives treated wastewater from both Albany Millersburg Water Reclamation Facility (AMWRF) and ATI Wah Chang. AMWRF's water is municipal waste water. ATI Wah Chang's water comes from its nearby metal processing plant. The wetland is designed to remove thermal input as well as nitrogen species from both sources. ATI Wah Chang effluent has significant nitrate concentrations. A reliable model is needed to estimate the denitrification potential of the wetland. In order to construct a model, accurate hydraulic parameters such as residence time and flow rate are needed. In the first few days after ATI started flow, the aquatic conductivity level of the wetland increased significantly. Conductivity was used as a tracer to estimate residence times in the wetland as well as to measure the split ratios from different water sources in the wetland (ATI Wah Chang and AMWRF). A pilot test on conductivity and flow rate was carried out on a single pond. The pilot test was designed to accurately measure the influent and effluent from a single pond. Using this information, rates of infiltration as well as unintended flow paths could be identified. A third tracer test was performed using Rhodamine W.T. This test allowed for the determination of the residence time of each pond, the wetland as a whole, and identified stagnant zones within the ponds. To simulate the nitrogen transportation and transformation process, a numerical model was developed. The model's input parameters include reaction rate constants for nitrification and denitrification, volume of each pond, flow rate, flow path connections, and temperature. The model simulated the tracer test that was performed on the wetland to verify its accuracy. The model is also capable of predicting denitrification potential in both pilot scale and field scale. It is also temperature sensitive because temperatures vary significantly; for instance, in winter when the average temperature in Albany is <5��C, denitrification rates decrease significantly. Through this research, hydraulic characterization as well as current denitrification rates in the wetland were identified. Strategies for increasing the denitrification rate were also identified through this research. / Graduation date: 2012

This report deals with the performance of a batch flow treatment of landfillleachate compared with a continuous flow system. The parameters in focus were total Kjeldahl nitrogen (TKN), BOD5 and COD. The pilot-scale experiment used eight barrels with a volume of 150 liters. Each barrel was constructed differently concerning its flow, its bed material grain size and its presence of plants or not. Four of the barrels worked in batch mode, thus four in continuous flow mode. The continuous flow systems were provided with water trough small tubes with regulators. Samples were collected once a week and analysis was carried out yielding results of BOD5, COD, TKN, pH and conductivity of the effluents. The same parameters were analyzed for the influent every week. The result shows that a wetland is a good way of treating the landfill leachate as the BOD5, COD and TKN decreases. Moreover the color, which contravenes with legislative demands in the region, was distinctly decreased. Yet the report failed to show a significant difference between batch loaded and continuous flow wetlands. More studies have to be carried out in order to determine or contradict whether batch mode in fact provides a better treatment.

Wangechi Mutu is an internationally recognized Kenyan-born artist who lives and works in Brooklyn. She creates collaged female figures composed of human, animal, object, and machine parts. Mutu’s constructions of the female body provide a transcultural critique on the female persona in Western culture. This paper contextualizes Mutu’s work and artistic strategies within feminist, postmodern, and postcolonial narratives on collage, while exploring whether collage strategies are particularly useful for feminist artists. In their fusion of machine and organism, Mutu’s characters are visual metaphors for feminist cyborgs, particularly those outlined by Donna Haraway. In this paper, I examine parallels between collage as an aesthetic strategy and the figure of the cyborg to suggest meaningful ways of approaching differences between women and how they experience life in contemporary Western culture.

Human production needs are met through the use of modern technology that is increasingly recognised as a threat to the planetary ecosystem and social sub-system. In light of this recognition, there is evidence that a planned transition towards more sustainable technological infrastructure is occurring across various production sectors. This change is often associated with re-orientating technology based on the concept of sustainable development and national-level strategies such as <i>ecological modernisation</i>, which prescribes phasing-out environmentally malignant conventional technology for cleaner post-industrial solutions. There is evidence, however, that a transition towards cleaner technological options is occurring at the local level. In southern Ontario, Canada ecological technology (<i>ecotechnology</i>) has been adopted in small-scale agricultural and educational facilities for the management of manure and domestic sewage. Ecotechnology is designed to meet human production requirements and to restore the environment through combining natural systems and engineered components to achieve cleaner production. Two types of ecotechnologies were investigated during this research: <i>constructed treatment wetlands</i> for the management of manure and <i>greenhouse-based biological technologies</i> for the management of domestic sewage. These options are novel and can be expected to encounter barriers resulting from a <i>selection environment</i> favouring pre-existing technological options that have previously become established. The overall objective of the research was <i>to identify key factors both driving and constraining the adoption and implementation of the ecotechnology</i> across four case studies. This objective was accomplished through employing a qualitative, collective case study approach. The case studies revealed the motivation behind the adoption of the ecotechnology arose from the environmental values of users and formed the basis for rejecting the conventional options because they were not viewed as capable of improving the environment. However, the ecotechnology also exceeded user's aesthetic and operational level expectations. Barriers to the implementation of ecotechnology were also identified. The investigation revealed the existence of a <i>perspective-gap</i> between the ecological engineering science and traditional engineering science, which constrained implementation of the ecotechnology. Skepticism was found to arise due to the unique performance parameters and <i>soft</i> operational characteristics of ecotechnology, which contrast the <i>hard</i> technological fixes that are familiar to traditional engineering science. This perspective-gap may account for the institutional inertia, which became clear after the 1996 provincial budget reductions decreased the level of support for research and environmental technology development programs in Ontario. These reductions also devolved authority for small-scale wastewater treatment to the municipal level where lack of technical expertise and reliance on standardised regulations has constrained the development of alternatives. Constructive technology assessment suggests that the development of technology must be guided in cooperative <i>social learning</i> processes capable of reflecting the needs and values of stakeholders in order to achieve beneficial social and technological change. Evidence from the case studies revealed that a significant amount of capacity was developed when stakeholders collaborated and legitimated the <i>social experiments</i> where the ecotechnology was applied. These experiments demonstrate the significance of creating settings where users, technology proponents and provincial and local approval agents can collaborate. Through collaboration, social learning can be facilitated during the development of alternative technological solutions that may be congruent with ecological modernisation and the re-orientation of technology towards options that are ecologically-oriented.