Recycling urban waste as possible use for rooftop vegetable garden

Urban authorities in Europe are confronted with increasing demands by urban dwellers for allotment gardens, but vacant urban soil tends to be scarce and/or polluted by past industrial activities. A possible solution for local authorities could therefore be to promote rooftop gardening. However little technical information exists on certain forms of rooftop urban agriculture, called Z-Farming. In 2012, a pilot experiment was run in Paris (France). Simple and cheap systems of rooftop gardening were tested on a rooftop using as crop substrates only local urban organic waste so as to contribute to the urban metabolism. Production levels and heavy metal contents in cropping substrates and edible vegetables were measured. Available results show (i) high levels of crop production with limited inputs compared to land professional gardening, (ii) low levels of heavy metal pollutants in the edible parts of the crops, especially for Cd and Pb with respect to EU norms for vegetables and (iii) positive influence on yields on organizing the substrate in layers and enhancing the biological activity through earthworm inoculation. These encouraging results allow us to consider that rooftop gardening is feasible and seem to have a great potential to improve urban resiliency. It will nevertheless be necessary to identify more precisely the types of roof that can be used and to assess more fully the generic result of the low level of pollution, as well as the global sustainability of these cropping systems.

Is the French model giving way to a new 'Logic of Appropriateness'? Lessons from urban waste management

Processes of European integration and growing consumer scrutiny of public services have served to place the spotlight on the traditional French model of public/private interaction in the urban services domain. This article discusses recent debates within France of the institutionalised approach to local public/private partnership, and presents case study evidence from three urban agglomerations of a possible divergence from this approach. Drawing on the work of French academic, Dominique Lorrain, whose historical institutionalist accounts of the French model are perhaps the most comprehensive and best known, the article develops two hypotheses of institutional change, one from the historical institutionalist perspective of institutional stability and persistence, and the other from an explicitly sociological perspective, which emphasises the legitimating benefits of following appropriate rules of conduct. It argues that further studying the French model as an institution offers valuable empirical insight into processes of institutional change and persistence. © 2004 Taylor & Francis Ltd.

Optimisation of environmental gas cleaning routes for solid wastes cogeneration systems - Part I - Analysis of waste incineration steam cycle

Research of advanced technologies for energy generation contemplates a series of alternatives that are introduced both in the investigation of new energy sources and in the improvement and/or development of new components and systems. Even though significant reductions are observed in the amount of emissions, the proposed alternatives require the use of exhaust gases cleaning systems. The results of environmental analyses based on two configurations proposed for urban waste incineration are presented in this paper; the annexation of integer (Boolean) variables to the environomic model makes it possible to define the best gas cleaning routes based on exergetic cost minimisation criteria. In this first part, the results for steam cogeneration system analysis associated with the incineration of municipal solid wastes (MSW) is presented. (c) 2007 Elsevier Ltd. All rights reserved.

Optimal location of solid waste containers in Alcalá de Henares

The waste’s rise is a problem that affects the environment as a whole and we cannot forget about it. A good waste’s management is the key to improve the future prospect, and the waste collection is key within the management activities. To find out the better way to collect wastes leads to a reduction of the social, economic and environmental cost. With the use of the Geographic Information Systems it has been intended to elaborate a methodology which allowed us to identify the most suitable places for the location of the collection containers of the different sorts of the solid urban wastes. Taking into account that different types of wastes exist, not all of them should be managed in the same way. Therefore we have to differentiate between models where we apply efficiency and models where we apply equity for the collection of wastes, bearing in mind the necessities of each waste.

Assessment of a Planned Municipal Solid Waste Management System in Sri Lanka

Systematic Municipal Solid Waste Management (MSWM) authorities of Sri Lanka contributes to exchange some productive outputs with localities; however it is still not in a successful mode due to limitations and environmental failures in their operation. Most of these local administrations are directly dumping Municipal Solid Waste (MSW) to an open dumping site, this manner of inappropriate disposal of MSW is become a major threat to the environment and public health in developing countries like Sri Lanka. This study was conducted for the MSWM practices of Balangoda Urban Council. The research was performed based on analyzing information obtained from field observations; reports; literature; questionnaire distribution among community; and a series of formal interviews with major stakeholders. The ongoing MSWM practices of Balangoda Urban Council encompass six categories as waste minimization and handling; waste collection; on-site separation; waste transportation; further management including grading, composting, recycling, producing sludge fertilizer; and final disposal to an open dump site. Apart from those, training sessions on MSWM are also being conducted. The purpose of this paper is to assess current status of urban waste management scenario and highlight strengths and weaknesses to understand the sustainability of the system which would help any local authority to improve MSWM.

The Architecture of Waste: Creating New Avenues for Public Engagement with Trash

The relationship between industry, waste, and urbanism is one fraught with problems across the United States and in particular American cities. The interrelated nature of these systems of flows is in critical need of re-evaluation. This thesis critiques the system of Municipal Solid Waste Management as it currently exists in American cities as a necessary yet undesirable ‘invisible infrastructure’. Industry and waste environments have been pushed to the periphery of urban environments, severing the relationship between the urban environment we inhabit and the one that is required to support the way we live. The flow of garbage from cities of high density to landscapes of waste has created a model of valuing waste as a linear system that separates input from output. This thesis aims to investigate ways that industry, waste, and urban ecologies can work to reinforce one another. The goal of this thesis is to repair the physical and mental separation of waste and public activity through architecture. This thesis will propose ways to tie urban waste infrastructure and public amenities together through the merging of architecture and landscape to create new avenues for public engagement with waste processes.

Emaús, una organización de acción social

[ES] Emaús Bilbao Sociedad Cooperativa, es una entidad de Economía Social y Solidaria para la inserción sociolaboral, dedicada a la gestión integral de residuos sólidos urbanos (RSU), con sede en Bilbao y que desarrolla esta actividad en Bizkaia.

Estudio del proceso de valorización energética de los residuos sólidos urbanos en una planta de incineración.

[ES]El objetivo de este Trabajo Fin de Grado consiste en estudiar el proceso desarrollado en la planta de incineración de residuos sólidos urbanos de Zabalgarbi (Bizkaia). La planta consiste en un ciclo combinado basado en una turbina de gas de 43 MW y una turbina de vapor de 56,5 MW. La importancia de su diseño recae en la adaptación de la tecnología de ciclo combinado de gas a la tecnología propia de una planta de valorización energética de residuos municipales. Es decir, se trata de un diseño innovador, del que surge un nuevo proceso industrial que permite dar solución a la problemática generada por los residuos producidos a la vez que se genera energía eléctrica. Gracias a este diseño, se consigue una mejora cualitativa y cuantitativa del rendimiento de la planta, ya que se obtiene energía eléctrica en dos etapas, además de un mejor aprovechamiento de los recursos. La tecnología utilizada para la incineración es el horno-caldera de parrilla deslizante. En este trabajo se analizarán los procesos integrados en la planta y se realizará el estudio energético de los equipos más significativos. Una vez realizada esta parte, se considerarán ciertas mejoras a incorporar en la instalación. Además, se desarrollará la metodología seguida para la realización del estudio así como la planificación y el presupuesto.

Cinética de cristalização não-isotérmica de resíduos de polietileno de alta densidade (PEAD)

Nos últimos anos, a presença dos polímeros nos resíduos sólidos urbanos tem aumentado significativamente. Dentre todos os tipos de polímeros encontrados no lixo urbano, o polietileno de alta densidade (PEAD) ganha destaque, pois está presente em grande quantidade. A reciclagem de plásticos, neste âmbito, se configura como uma importante forma de reduzir a quantidade deste material nos lixões e aterros. Entretanto, sabe-se que os artefatos produzidos com material reciclado possuem propriedades inferiores. Outro ponto importante é o conhecimento da relação estrutura-propriedade, este conhecimento é fundamental na aplicação de qualquer material. Sendo assim, foram caracterizadas amostras de PEAD (embalagens pós-consumo) retiradas do lixo urbano através da calorimetria exploratória diferencial (DSC). Utilizando-se os modelos cinéticos de Avrami modificado e Liu, foi possível verificar que dependendo do tipo de carga ou colorante encontrado, há diferenças importantes na formação e morfologia dos cristais.

Coupling anchovy eggs and hydrodynamic model as an assessement tool for estuarine ecohydrological management

Nitrate and urban waste water directives have raised the need for a better understanding of coastal systems in European Union. The incorrect application of these directives can lead to important ecological or social penalties. In the paper this problem is addressed to Ria Formosa Coastal Lagoon. Ria Formosa hosts a Natural Park, important ports of the southern Portuguese coast and significant bivalve aquaculture activity. Four major urban waste water treatment plants discharging in the lagoon are considered in this study. Its treatment level must be selected, based on detailed information from a monitoring program and on a good knowledge of the processes determining the fate of the material discharged in the lagoon. In this paper the results of a monitoring program and simulations using a coupled hydrodynamic and water quality / ecological model, MOHID, are used to characterise the system and to understand the processes in Ria Formosa. It is shown that the water residence time in most of the lagoon is quite low, of the order of days, but it can be larger in the upper parts of the channels where land generated water is discharged. The main supply of nutrients to the lagoon comes from the open sea rather than from the urban discharges. For this reason the characteristics and behaviour of the general lagoon contrasts with the behaviour of the upper reaches of the channels where the influence of the waste water treatment plants are high. In this system the bottom mineralization was found to be an important mechanism, and the inclusion of that process in the model was essential to obtain good results.

EU water framework directive: will the nitrate load reduction from diffuse sources produce the same results in all estuaries?

The impact of urban waste-water and non-point nitrate discharges in estuarine and near-shore coastal waters are analyzed. The study is focused on the effects of applying the European directives 91/271/EEC and 91/676/EEC to these systems. 4 Portuguese estuaries and two coastal lagoons with different characteristics are studied. A modelling system is applied and calibrated in each system. Three nitrate load scenarios are examined. It is shown that the morphologic and hydrodynamic characteristics of the domain largely control the ecological processes in these systems. The primary production limitation factors are split into “biologic” and “hydrodynamic” components. The physical limitation due to hydrodynamic and residence time is the most important factor. The combined limitation of “biologic” factors (temperature, light and nutrients availability) control productivity only in the systems where physical limitation is not important.

Primary production in systems subject to natural and anthropogenic eutrophication

Tese dout., Química, Universidade do Algarve, 2005

Projeto de uma ETAR de 3200 habitantes equivalentes

A atividade humana e industrial usa a água para as suas atividades do quotidiano. A água é um recurso natural escasso cuja qualidade deve ser protegida, defendida, gerida e tratada em conformidade com o seu uso. Nesse âmbito, a gestão das águas prossegue objetivos de proteção da saúde humana e de preservação, proteção e melhoria da qualidade do ambiente[1]. Desde o final do seculo XIX até aos dias de hoje, verificou-se uma forte evolução nos sistemas de tratamento de águas residuais. Esta evolução foi fundamental para dar resposta às maiores exigências de qualidade do efluente tratado. O sistema de lamas ativadas é um dos processos de tratamento biológico das águas residuais mais usados em todo o mundo. Este trabalho consiste no desenvolvimento do projeto de conceção e dimensionamento de uma Estação de Tratamento de Águas Residuais (ETAR) para servir um pequeno aglomerado de cerca de 3200 habitantes equivalentes (hab.eq.), tendo como objetivo o dimensionamento de todas as etapas de tratamento necessárias ao cumprimento da legislação em vigor para a descarga das águas residuais urbanas no meio recetor. O Decreto-lei nº 152/97[2], relativo ao tratamento de águas residuais urbanas, juntamente com o Decreto-lei nº 149/2004[3] que identifica as zonas sensíveis e de zonas menos sensíveis, permitem que as entidades licenciadoras definam o grau de tratamento que a instalação deve possuir tendo em consideração a classificação do meio onde o efluente tratado é descarregado. O Decreto-Lei n.º 135/2009[1] estabelece o regime de identificação, gestão, monitorização e classificação da qualidade das águas balneares, impondo a qualidade microbiológica da água residual tratada mediante o meio recetor, e portanto conseguindo-se assim definir o tratamento de desinfeção a adotar. Resumidamente, a conceção do tratamento focou as seguintes etapas: tratamento preliminar formado por uma unidade compacta de tamisação, desarenador e desengordurador, tratamento secundário por lamas ativadas em regime de arejamento prolongado constituído por dois reatores com cerca de 400 m3 de volume seguido de um decantador com um diâmetro de 9.5 m, tratamento terciário de desinfeção composto por uma microtamisação seguido de desinfeção UV, e a utilização das operações comuns de espessamento e desidratação das lamas produzidas em excesso pelo tratamento, constituída por com um espessador gravítico com 4.6 m de diâmetro, e um filtro banda para a desidratação.