946 resultados para Water Supply System
Resumo:
The physical effects of river regulation in the U.K. by impoundments have attracted most attention from hydrologists and engineers concerned with predicting and maintaining discharge regimes for water supply. Grimshaw & Lewin (1980) suggested two basic methods to investigate the effects of regulation on suspended sediment discharge: (i) Compare the river load before and after reservoir construction, and (ii) adopt a paired catchment approach. The former method assumes stationarity of process in the natural system. The latter method, involving selecting two adjacent catchments of similar physical attributes, one regulated and one unregulated, assumes constancy of process spatially. In this report both approaches are adopted to examine the turbidity and suspended sediment concentration regime of the regulated River Tees. Neither approach was entirely satisfactory in the present case. This report examines the discharge and turbidity record consisting of approximately 4000 paired data points, representative of an 11-year post-impoundment period, that has been examined for the River Tees at Broken Scar, Darlington. A small amount of suspended sediment concentration data was also processed: these data are representative of both the pre-impoundment and post-impoundment sediment regime.
Resumo:
Guided by experience and the theoretical development of hydrobiology, it can be considered that the main aim of water quality control should be the establishment of the rates of the self-purification process of water bodies which are capable of maintaining communities in a state of dynamic balance without changing the integrity of the ecosystem. Hence, general approaches in the elaboration of methods for hydrobiological control are based on the following principles: a. the balance of matter and energy in water bodies; b. the integrity of the ecosystem structure and of its separate components at all levels. Ecosystem analysis makes possible a revelation of the whole totality of factors which determine the anthropogenic evolution of a water body. This is necessary for the study of long-term changes in water bodies. The principles of ecosystem analysis of water bodies, together with the creation of their mathematical models, are important because, in future, with the transition of water demanding production into closed cycles of water supply, changes in water bodies will arise in the main through the influence of 'diffuse' pollution (from the atmosphere, with utilisation in transport etc.).
Resumo:
Este trabalho objetiva analisar diversos aspectos do Direito Internacional Público em matéria de recursos hídricos de água doce superficiais e subterrâneos. Geração de energia, abastecimento, pesca, navegação, lazer, agricultura e indústria, são múltiplos os usos que os seres humanos fazem da água doce, mas antes disso a água é essencial para manutenção de todo e qualquer tipo de vida na Terra. São complexas e passíveis de várias análises as relações entre os Estados e as relações que se concretizam no interior dos Estados com objetivo de utilizar, controlar e preservar as fontes de água doce, a que se pretende fazer é uma análise jurídica, inserida no contexto político de expansão do capitalismo liberal. Pretende-se identificar e analisar normas jurídicas produzidas no âmbito internacional multilateral, considerando a sua forma, conteúdo e possíveis efeitos: na resolução de conflitos entre os Estados pelo controle e utilização da água doce, no estabelecimento de parâmetros para solução da crise ambiental e na superação dos problemas de acesso à água. Na primeira parte do trabalho, são identificadas as normas de Direito Internacional Público atinentes à matéria, descrevendo-se, primeiramente, a evolução histórica do Direito Internacional Fluvial até os estudos da doutrina de Direito Internacional e a Convenção de Nova York de 1997. O capítulo segundo objetiva apresentar o tema da água doce no contexto de surgimento do Direito Internacional do Meio Ambiente, de realização de conferências e criação de fóruns internacionais para a questão da água e do desenvolvimento de um direito humano à água. O capítulo terceiro propõe-se a ingressar na incipiente questão da regulamentação dos usos das águas subterrâneas, analisando os trabalhos da Comissão de Direito Internacional da Organização das Nações Unidas que culminaram com a adoção de uma Resolução sobre o Direito dos Aquíferos Transfronteiriços por parte da Assembleia Geral daquela organização. A segunda parte do trabalho objetiva analisar a aplicação das regras e princípios ensaiados nos textos de Direito Internacional aos casos concretos, confrontando-as com as soluções propostas em casos paradigmáticos de conflitos pela água, como o caso Gabcikovo-Nagymaros e o caso das Papeleras, envolvendo Argentina e Uruguai, ambos julgados pela Corte Internacional de Justiça. Na segunda parte do trabalho, também é analisado o caso do aquífero Guarani, um sistema de aquíferos interligados que se estende sob os subsolos de Argentina, Brasil, Paraguai e Uruguai, que em agosto de 2010 foi objeto de um tratado internacional assinado no âmbito do Mercosul. Por fim, a pesquisa objetiva desenvolver ideias e explicações para a existência (ou não) e a efetividade (ou a falta dela) das normas de Direito Internacional sobre recursos hídricos, considerando o conceito de soberania estatal que ora é o bode expiatório para a falta de assinaturas nos tratados ou de votos em declarações, ora é o próprio fundamento para a adoção de compromissos por parte dos Estados. Conclui-se tentando responder as seguintes questões: Existe Direito Internacional da água doce? São as normas de Direito Internacional efetivas? Para que servem essas normas de Direito Internacional, além da afirmação de sua própria existência como metas a serem atingidas?
Resumo:
Restoration of water-bodies from eutrophication has proved to be extremely difficult. Mathematical models have been used extensively to provide guidance for management decisions. The aim of this paper is to elucidate important problems of using models for predicting environmental changes. First, the necessity for a proper uncertainty assessment of the model, upon calibration, has not been widely recognized. Predictions must not be a single time trajectory; they should be a band, expressing system uncertainty and natural variability. Availability of this information may alter the decision to be taken. Second, even with well-calibrated models, there is no guarantee they will give correct projections in situations where the model is used to predict the effects of measures designed to bring the system into an entirely different ”operating point”, as is typically the case in eutrophication abatement. The concept of educated speculation is introduced to partially overcome this difficulty. Lake Veluwe is used as a case to illustrate the point. Third, as questions become more detailed, such as ”what about expected algal composition”, there is a greater probability of running into fundamental problems that are associated with predicting the behaviour of complex non-linear systems. Some of these systems show extreme initial condition sensitivity and even, perhaps, chaotic behaviour, and are therefore fundamentally unpredictable.
Resumo:
Biomanipulation is a form of biological engineering in which organisms are selectively removed or encouraged to alleviate the symptoms of eutrophication. Most examples involve fish and grazer zooplankton though mussels have also been used. The technique involves continuous management in many deeper lakes and is not a substitute for nutrient control. In some lakes, alterations to the lake environment have given longer-term positive effects. And in some shallow lakes, biomanipulation may be essential, alongside nutrient control, in re- establishing former aquatic-plant-dominated ecosystems which have been lost through severe eutrophication. The emergence of biomanipulation techniques emphasises that lake systems are not simply chemical reactors which respond simply to engineered chemical changes, but very complex and still very imperfectly understood ecosystems which require a yet profounder understanding before they can be restored with certainty.
The significance of sedimentation and sediments to phytoplankton growth in drinking-water reservoirs
Resumo:
In the mesotrophic-eutrophic Saidenbach Reservoir in Saxony, the nanoplankton and cyanobacteria have increased at the expense of diatom dominance, due to a doubling of the external phosphorus load in the last 15 years. However, the phosphorus sedimentation flux is still very high (up to 80% of the input), corresponding to more than 2 g m2 d-1 in terms of dry weight. There is a strong correlation between the abundance of diatoms in the euphotic zone and their sedimentation flux (with a delay of about 2 weeks). Only about 25% of the deposited material could be clearly attributed to plankton biomass; the remainder resulted from flocculation and precipitation processes or directly from the inflow of clay minerals. The ash content of the deposited material was high (73%). Thus the sedimentation flux can be considered to operate as an internal water-treatment/oligotrophication process within the lake. The neighbouring Neunzehnhain Reservoir still has a very clear water with a transparency up to 18 m depth. Though the sediment was not much lower than Saidenbach sediment in total phosphorus and total numbers of bacteria, sulphide was always absent and the ratio of Fe 2+ to Fe 3+ was very low in the upper (0- 5 cm) layer. Thus the external and internal phosphorus loads do not attain the critical level necessary to induce a ”phosphorus - phytoplankton” feedback loop.
Resumo:
Esthwaite Water is the most productive or eutrophic lake in the English Lake District. Since 1945 its water quality has been determined from weekly or biweekly measurements of temperature, oxygen, plant nutrients and phytoplankton abundance. The lake receives phosphorus from its largely lowland-pasture catchment, sewage effluent from the villages of Hawkshead and Near Sawrey, and from a cage-culture fish farm. From 1986 phosphorus has been removed from the sewage effluent of Hawkshead which was considered to contribute between 47% and 67% of the total phosphorus loading to the lake. At the commencement of phosphorus removal regular measurements of phosphorus in the superficial 0-4 cm layer of lake sediment were made from cores collected at random sites. Since 1986 the mean annual concentration of alkali-extractable sediment phosphorus has decreased by 23%. This change is not significant at the 5% level but nearly so. There has been no marked change in water quality over this period. Summer dominance of blue-green algae which arose in the early 1980s after decline of the previous summer forms, Ceratium spp., has been maintained. Improvement in water quality is unlikely to be achieved at the present phosphorus loading.
Resumo:
Like other rivers in the Paris area, the Oise is subject to important seasonal algal blooms. This eutrophication generates notable problems for the production of drinking-water from a treatment plant on the river at Méry. A mathematical model has been developed to simulate variation in water quality in a pre-treatment storage basin, and another model is currently being adapted to model the River Oise. Integration of the two models should provide a comprehensive tool for predicting variations of phytoplankton and water-quality parameters associated with algal blooms. This will be a decision-aid for optimizing control of the treatment process for providing potable water.
Resumo:
Tastes and odours are amongst the few water quality standards immediately apparent to a consumer and, as a result, account for most consumer complaints about water quality. Although taste and odour problems can arise from a great many sources, from an operational point of view they are either ”predictable” or ”unpredictable”. The former - which include problems related to actinomycete and algal growth - have a tendency to occur in certain types of water under certain combinations of conditions, whereas the latter - typically chemical spills - can occur anywhere. Long-term control is one option for predictable problems, although biomanipulation on a large scale has had utile success. Detection and avoidance is a more practicable option for both predictable and unpredictable problems, particularly if the distribution network can be serviced from other sources. Where these are not feasible, then water treatment, typically using activated carbon, is possible. In general there is a reasonable understanding of what compounds cause taste and odour problems, and how to treat these. An efficient taste and odour control programme therefore relies ultimately on good management of existing resources. However, a number of problems lie outside the remit of water supply companies and will require more fundamental regulation of activities in the catchment.
Resumo:
Whilst current methods for the isolation and enumeration of Cryptosporidium spp. oocysts in water have provided some insight into their occurrence and significance, they are regarded as being inefficient, variable and time-consuming, with much of the interpretation being left to the expertise of the analyst. Two expectations of novel developments are to reduce the variability and subjectivity associated with the isolation and identification of oocysts. Flocculation, immunomagnetisable and flow cytometric techniques, for concentrating oocysts from water samples, should prove more reliable than current methods, whilst the development of more avid and specific monoclonal antibodies in conjunction with the use of nuclear fluorochromes will aid identification. Further insight into the viability, taxonomy, species identification, infectivity and virulence of the parasite should be forthcoming through the use of techniques such as the polymerase chain reaction, in situ hybridisation and non-uniform alternating current electrical fields. Such information is necessary in order to enable microbiologists, epidemiologists, engineers, utility operators and regulators to assess the safety of a water supply, with respect to Cryptosporidium contamination, more effectively.
Resumo:
Neste trabalho é apresentado o desenvolvimento de um programa computacional que simula o desempenho térmico de um sistema de aquecimento solar de água com circulação forçada, adequado para uso em edificações. O programa trabalha realizando o balanço de massa e de energia no reservatório térmico a cada hora, tendo como valores de entrada dados do ano meteorológico típico da localidade selecionada e a vazão de água quente de consumo. Os componentes do sistema são o reservatório térmico de água quente com aquecedor auxiliar interno, o coletor solar e a bomba de circulação. A base de dados meteorológicos escolhida foi a do projeto SWERA, que contém arquivos no formato padrão TMY disponíveis na internet para um número considerável de cidades, incluindo diversas localidades brasileiras. Foi proposto um modelo de temperatura de água da rede de abastecimento relacionado com a temperatura do solo, dado disponível nos arquivos de entrada utilizados. O programa utilizou como referência para a validação dos modelos de cálculo resultados obtidos pelo programa comercial de simulação TRNSYS. Foram comparados resultados para os modelos de irradiação incidente em superfície inclinada, do coletor solar e do sistema completo. Para isto foram simulados sistemas localizados em quatro cidades distintas com climas diferentes. O tempo total usado nas simulações foi de um ano e os resultados das comparações dos valores resultantes foram considerados satisfatórios.
Resumo:
[ES]El presente trabajo tiene como objetivo el diseño de las estructuras necesarias en el sistema de abastecimiento de agua potable para las comunidades de La Violeta-Arcoiris, La Ceiba, San Rafael, La Finquita y La Dalia en el municipio de Comasagua, El Salvador. Este trabajo será una parte de la carpeta técnica necesaria para la financiación y ejecución del sistema y se realizará en el marco del Plan director para el abastecimiento y saneamiento de agua en zonas rurales del sur de La Libertad.
Resumo:
This is the Wetland resource evaluation and the NRA's role in its conservation: Classification of British wetlands report produced by the National Rivers Authority in 1995. This R&D document provides a clear classification for wetlands in England and Wales. The classification incorporates many of the existing ideas on the subject but avoids some of the problems associated with other classifications. A two-layered 'hydrotopographical' classification is proposed. The first layer identifies situation-types, i.e. the position the wetland occupies in the landscape, with special emphasis upon the principal sources of water. The second layer identifies hydrotopographical elements, i.e. units with distinctive water supply and, sometimes, distinctive topography in response to this. This system is seen as an independent, basic, classification upon which it is possible to superimpose additional, independent classifications based on other features (e.g. base-status, fertility, vegetation, management etc.). Some proposals for such additional classifications are provided.
Resumo:
O presente trabalho aborda duas sub-bacias hidrográficas do município do Rio de Janeiro através da apresentação de indicadores ambientais e da percepção de seus moradores. Destaca-se que a interação/utilização dos recursos no meio urbano em um município de alta densidade demográfica sofre reflexos principalmente do padrão de ocupação do território. As duas sub-bacias aqui analisadas, do rio Morto e do rio Maracanã, representam, respectivamente, bacias periurbanas e urbanas. Como indicadores ambientais são apresentados dados secundários, majoritariamente de órgãos públicos, como IBGE e INEA. A percepção dos moradores é representada pelas respostas a 210 questionários aplicados nas áreas das sub-bacias. Os principais resultados são apresentados ao longo do texto em mapas temáticos. Tanto entre os indicadores, quanto em relação à percepção, os serviços de saneamento demonstraram ter papel fundamental nas condições dos rios. Pequenos trechos mais carentes de cobertura de esgoto nas sub-bacias resultam em deterioração da qualidade da água, embora a cobertura de coleta geral apresente altos percentuais. Um ponto de destaque entre os problemas levantados através dos questionários é a ocorrência de enchentes. Dentre resultados positivos cita-se a cobertura de coleta de lixo, próxima a 100% nas sub-bacias. Uma matriz PEIR (pressão-estado-impacto-resposta) condensou as informações obtidas pelos indicadores e sinalizou os fatores associados. A matriz destacou para a sub-bacia do rio Morto o menor acesso ao abastecimento de água e à rede de esgoto, e para sub-bacia do rio Maracanã a degradação da qualidade da água, representada pelas baixas concentrações de oxigênio. Áreas com mais alta densidade populacional representaram a principal pressão exercida nas sub-bacias.