Water-related problems in major populated areas of Botswana continue to grow unabated. At the heart of these problems are escalating demands, dwindling water supplies, deteriorating infrastructures and water losses. Several reports indicate that water managers in this area have been engrossed more on increasing supplies and less on demand management and conservation. The latest construction of the Dikgatlhong Dam is an example of the measures taken to supplement the existing water sources. However, much of the supplied water continues to be lost from the distribution systems of some of the villages. The highest losses have been reported in the Ramotswa village. This study surveyed the causes of the water losses and factors affecting their developments and frequencies. The study’s view was that reducing those losses would improve the system efficiency and save more water for supplies. The data for the study was acquired from reports of earlier studies, field visits and oral interviews administered on the water managers and consumers. Leakages from the Boatle-Ramotswa supply pipeline, service pipes, reservoirs and valves, unmetered fire-fighting consumptions and water theft were identified to be the main sources of the losses. The utility’s loss control activities were inefficient due to the lack of measures for identifying and reducing each individual loss. The study proposed that all the different uses and losses into which the system input volume goes should be identified and measured and measures for controlling each of them be designed and instituted.

A redução das perdas em sistemas de distribuição de água tem se tornado, além de uma questão ética, um determinante da eficiência e mesmo da sobrevivência das concessionárias destes serviços. A quantificação e determinação da natureza das vazões perdidas, que possuem relação íntima com as pressões de operação, são aspectos que ainda merecem análises mais profundas e práticas. Os parâmetros do modelo pressão-vazamento permitem o detalhamento das perdas físicas e foram obtidos por meio de calibrações para um setor de distribuição de água da cidade de Piracicaba, SP, em padrões hidráulicos distintos - sob hipótese de consumo noturno nulo (vazão mínima noturna), descargas de rede, patamares de pressão e sob consumo diurno dirigido pela pressão através de curvas encontradas na literatura e propostas. Os resultados obtidos indicaram que os valores dos parâmetros do modelo pressão-vazamento não são fixos, mas variam conforme o padrão hidráulico de operação da rede. Estudos acerca do parque de hidrômetros e seus desvios de indicação também foram realizados, em conjunto com uma análise das vazões típicas de abastecimento residencial, e apontaram para fortes erros de medição em razão do uso de reservatórios domiciliares. / Losses reduction on water supply networks came to be, beyond the ethical question, a condition for efficiency and even survival of enterprises which develop those services. Quantification and determination of the nature of leakage, which are closely related to operational pressure, are aspects which still claim for deeper and more practical analysis. Parameters to the pressure-leakage model allows to detail physical losses at one given system, and they were obtained throughout employment of distinct hydraulic patterns - minimal night flow (no usage), network flush situations, pressure levels and day usage driven by pressure from curves found on lectures and author\'s propositions - when proceeding calibration at a water supply section at the Piracicaba city, SP. Achieved results have shown that pressure-leakage model parameters values are not constant, but really change according to network\'s operational hydraulic pattern. Studies concerning section\'s water flow meters and its measuring deviation were also done, and joined to an analysis of typical patterns of home usage flows; they have pointed to huge metering errors because of employment of home reservoirs.

[pt] Se por um lado à privatização do setor de energia, que induz acirrada concorrência, tem estimulado a inovação tecnológica e a adoção de mecanismos de incentivos à eficiência operacional, a regulação do mercado introduz mecanismos de controle requerendo maior responsabilidade no uso consciente da energia de sorte a assegurar a eficiência energética e a proteção ambiental. Pressões de organizações ambientalistas internacionais e a crescente demanda por energia explicam a tendência mundial pelo uso de combustíveis fósseis mais limpos. O baixo nível de emissões e resíduos associados ao processo de combustão de gás natural qualifica esta commodity energética como um elemento estratégico para integrar a matriz energética de organizações e países comprometidos com a sustentabilidade global. O impacto econômico associado à medição de gás natural exige uma otimização do controle do balanço de massa no sistema de entrega. A aplicação da Metodologia de Reconciliação de Dados constitui o objetivo deste trabalho. A técnica provou ser uma ferramenta eficaz para a avaliação do balanço de massa em um gasoduto durante o período de operação associado ao transporte de gás natural. A natureza intrínseca do seu algoritmo de cálculo, que leva em conta a redundância nas medições, qualifica a metodologia para aumentar a confiabilidade da medição assim reduzindo a incerteza individual associada a cada grandeza física capaz de interferir na medição e identificar erros grosseiros. Fundamentado na avaliação metrológica do balanço de massa de um gasoduto brasileiro, os resultados do estudo permitem discutir a adequação da técnica proposta de reconciliação de dados. Dentre as conclusões do trabalho, foi possível mostrar que o uso da técnica de tratamento dos dados do gás não contado (unaccounted for gas) pode atingir valores inferiores a 0,3 porcento, comparando-se, assim, à tolerância preconizada em nível internacional. / [en] If on the one hand, privatization of the energy sector, which induces keen competition, has stimulated technological innovation and the adoption of incentive mechanisms for operational efficiency, regulation of the market introduces control mechanisms requiring greater responsibility in the conscious use of energy so as to ensure energy efficiency and environmental protection. Pressure from international environmental organizations and the growing demand for energy, explain the worldwide tendency for the use of cleaner fossil fuels. The lower levels of emissions and residues associated with the combustion process of natural gas classify this energy commodity as a strategic element to enter into the energy matrix of organizations and countries committed to global sustainability. The economic impact associated with the measurement of natural gas, demands optimization in controlling the mass balance in the delivery system. Application of the Data Reconciliation Methodology constitutes the objective of this work. The technique proved to be an efficient tool for the evaluation of the mass balance in a gas pipeline for the period of operation associated with the transport of natural gas. The intrinsic nature of its calculation algorithm, which takes into account the redundancy of measurements, qualifies the methodology to increase the confidence of measurement, thereby reducing the individual uncertainty associated with each physical volume capable of interfering with the measurement and identify gross errors. Based on the metrological evaluation of the mass balance of a Brazilian pipeline, the results of the study enable discussion on the adequacy of the data reconciliation technique proposed. Among the conclusions of the work, it was possible to demonstrate that the use of the technique in treating the data of unaccounted for gas, could achieve values lower than 0.3 percent, thereby comparable with the tolerances advocated at international level.

A redução das perdas em sistemas de distribuição de água tem se tornado, além de uma questão ética, um determinante da eficiência e mesmo da sobrevivência das concessionárias destes serviços. A quantificação e determinação da natureza das vazões perdidas, que possuem relação íntima com as pressões de operação, são aspectos que ainda merecem análises mais profundas e práticas. Os parâmetros do modelo pressão-vazamento permitem o detalhamento das perdas físicas e foram obtidos por meio de calibrações para um setor de distribuição de água da cidade de Piracicaba, SP, em padrões hidráulicos distintos - sob hipótese de consumo noturno nulo (vazão mínima noturna), descargas de rede, patamares de pressão e sob consumo diurno dirigido pela pressão através de curvas encontradas na literatura e propostas. Os resultados obtidos indicaram que os valores dos parâmetros do modelo pressão-vazamento não são fixos, mas variam conforme o padrão hidráulico de operação da rede. Estudos acerca do parque de hidrômetros e seus desvios de indicação também foram realizados, em conjunto com uma análise das vazões típicas de abastecimento residencial, e apontaram para fortes erros de medição em razão do uso de reservatórios domiciliares. / Losses reduction on water supply networks came to be, beyond the ethical question, a condition for efficiency and even survival of enterprises which develop those services. Quantification and determination of the nature of leakage, which are closely related to operational pressure, are aspects which still claim for deeper and more practical analysis. Parameters to the pressure-leakage model allows to detail physical losses at one given system, and they were obtained throughout employment of distinct hydraulic patterns - minimal night flow (no usage), network flush situations, pressure levels and day usage driven by pressure from curves found on lectures and author\'s propositions - when proceeding calibration at a water supply section at the Piracicaba city, SP. Achieved results have shown that pressure-leakage model parameters values are not constant, but really change according to network\'s operational hydraulic pattern. Studies concerning section\'s water flow meters and its measuring deviation were also done, and joined to an analysis of typical patterns of home usage flows; they have pointed to huge metering errors because of employment of home reservoirs.

As nuclear energy grows in the United States and around the world, the expansion of the nuclear fuel cycle is inevitable. All currently deployed commercial reprocessing plants are based on the Plutonium - Uranium Extraction (PUREX) process. However, this process is not implemented in the U.S. for a variety of reasons, one being that it is considered by some as a proliferation risk. The 2001 Nuclear Energy Policy report recommended that the U.S. "develop reprocessing and treatment technologies that are cleaner, more efficient, less waste-intensive, and more proliferation-resistant." The Uranium Extraction (UREX+) reprocessing technique has been developed to reach these goals. However, in order for UREX+ to be considered for commercial implementation, a safeguards approach is needed to show that a commercially sized UREX+ facility can be safeguarded to current international standards. A detailed safeguards approach for a UREX+1a reprocessing facility has been developed. The approach includes the use of nuclear material accountancy (MA), containment and surveillance (C/S) and solution monitoring (SM). Facility information was developed for a hypothesized UREX+1a plant with a throughput of 1000 Metric Tons Heavy Metal (MTHM) per year. Safeguard goals and safeguard measures to be implemented were established. Diversion and acquisition pathways were considered; however, the analysis focuses mainly on diversion paths. The detection systems used in the design have the ability to provide near real-time measurement of special fissionable material in feed, process and product streams. Advanced front-end techniques for the quantification of fissile material in spent nuclear fuel were also considered. The economic and operator costs of these systems were not considered. The analysis shows that the implementation of these techniques result in significant improvements in the ability of the safeguards system to achieve the objective of timely detection of the diversion of a significant quantity of nuclear material from the UREX+1a reprocessing facility and to provide deterrence against such diversion by early detection.