Depuis les années 1980, les archéologues ont remarqué l'originalité des collections de céramiques trouvées sur des sites occupés par les pêcheurs basques au cours du XVIe au XVIIIe siècle sur les côtes atlantiques du Canada. Le site de Red Bay (Labrador) a été le premier à fournir une riche collection de terre cuites communes, majoliques et grès, qui ont permis aux archéologues de reconnaître une tradition céramique distincte. Pendant plus de deux siècles, ces céramiques constituent un fil conducteur qui montre la permanence des activités commerciales basques au Canada. En utilisant une approche mutualiste et comparative de quatre sites de pêche basque (Red Bay (1530-1580), Anse-à-la-Cave (1580-1630), Petit-Mécatina (1630-1713), Pabos (1713- 1760)) et leurs ports d’attache dans l’Europe atlantique, nous observons comment à partir du milieu du XVIe siècle, l’ensemble des céramiques se transforme d'un endroit à l’autre sans perdre son air distinctif jusqu'au début du XVIIIe siècle quand les témoins des céramiques basques changent radicalement. Finalement, une perspective globale qui relie les deux côtes atlantiques par le biais de ces matériaux céramiques nous aide à mieux connaître les réseaux d'approvisionnement liés aux traversées de pêche et l’espace économique complexe qui s’articule aux routes maritimes et de l’intérieur. Ces deux éléments se veulent essentiels à la compréhension de l'expansion outremers, ses materiaux laissés et son rôle dans l'économie mondiale au début de l'époque moderne. / Since the 1980s, archaeologists have remarked the originality of the ceramic collections found on sites occupied by Basque fishermen during the sixteenth to the eighteenth centuries on the Atlantic coasts of Canada. The site of Red Bay (Labrador) was the first to provide a rich collection of common coarse earthenware, stoneware and majolica that allowed archaeologists to recognise a distinctive pottery tradition. For over two centuries, these ceramics form a continuous thread of materials showing the permanence of Basque commercial activities in Canada. Using a mutualistic and comparative approach to four Basque fishing sites – Red Bay (1530-1580), Anse-à-la-Cave (1580-1630), Petit-Mécatina (1630-1713), Pabos (1713-1760) – and their outfitting ports in Atlantic Europe, we will observe how this mid-sixteenth century ceramic collection was transformed from one place to another without losing its distinctive nature until the early eighteenth century, when the Basque ceramic record changes radically. Finally, through a global perspective that links the two Atlantic shores by way of these ceramic materials, we discover the supply networks for the Basque fishery, and the complex economic space that articulated its maritime and continental routes, two elements that are key to understanding the European overseas expansion and its configuration within the world economy of the early modern era.

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.

Management and supply of water in an urban water distribution system is a complex process, which include various complexities like pressure variations across the network depending on topography, demand variations depending on customers’ requirement and unaccounted water etc. Applying automatic control methods to water distribution systems is a way to improve the management of water distribution. There have been some attempts in recent years to develop optimal control algorithms to assist in the operation of complex water distribution systems. The difficulties involved by these hydraulic systems such as non-linearity, and diurnal demand patterns make the choice of a suitable automatic control method a challenge. For this purpose, this study intends to investigate the applicability of different controllers which would be able to meet the targets as quickly as possible and without creating undue transients. As a first step towards application of different controllers, PD and PID linear controllers have been designed for pump control and valve control in water distribution systems. Then a Dynamic Inversion based nonlinear controller has been designed by considering the non-linearities in the system. Here, different cases considering the effects of initial conditions used, linearization methods used, time step used for integration and selection of gains etc., have been studied before arriving at best controller. These controllers have been designed for both the flow control problems and level control problems. It is found that Dynamic Inversion-based nonlinear controller outperforms other controllers. It is well known that the performance of controllers is much dependent on the tuning of the gains (parameters). Thus in this study various alternative techniques such as Ziegler--Nichols rules (ZNPID), Genetic algorithms (GAPID) and fuzzy algorithms (FZPID) have been studied and a comparative study has been made Although with all the three gain tuning methods, required states have reached their target values, but the responses vary much in reaching to final targets. The self-tuned FZPID controller outperforms other two controllers, especially with regard to overshoots and the time taken to tune the gains for each problem. Further, an optimal DI controller is developed for the over determined case with more controls and less targets. Energy loss is considered as an objective function and normal DI controller equations are considered as constraints. Hence, an attempt is made to reduce the energy minimization in water distribution system by formulating an optimal control problem using optimal Dynamic Inversion concept. Finally, leakage reduction model is developed based on excessive pressure minimization problem by locating valves optimally as well as by setting valves optimally. For this purpose, optimization problem is solved using Pattern search algorithms and hydraulic analysis is carried out using EPANET program.

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.

La Directive européenne et les politiques de prévention du changement climatique conduisentà un développement important des Énergies Renouvelables pour la production d'électricité. Cecontexte politique est en train d'induire l'insertion massive de production intermittente d'origineéolien dans les réseaux électriques. Pour répondre à la question des limites de l'intégration de l'éoliendans les réseaux électriques, nous nous appuyons sur l'étude des aspects technique et économiques.Dans ce cadre, cette thèse s'intéresse d'une part à l'étude de l'efficacité des dispositifs d'incitationéconomique du point de vue de leur efficacité à stimuler la croissance de l'énergie éolienne et d'autrepart, aux problématiques techniques de court et long terme liées à l'intermittence de l'éolien. Dans lecourt-terme, les problèmes du réseau électrique ainsi que les ajustements dans le marché del'électricité sont abordés. Dans le long terme, l'impact de l'éolien sur la sûreté de fonctionnement estévalué au moyen d'un algorithme de calcul du crédit de capacité de l'éolien. / The development of Renewable Energy for electricity production has increased due to theEuropean policies and directives to prevent climate change. This political context is promoting amassive insertion of intermittent wind electricity production into electrical networks. There are stilldoubts about the limitations of integrating wind power into the electrical networks. For this reason,we focus on the study technical and economic aspects to approach these limitations. The firstpurpose of this research is to determine the effectiveness of the economical incentives policies inorder to stimulate growth in the wind power production. The second one is to evaluate the technicalproblems in the short and long term caused by the intermittency of wind power. In the short-term,the problems of power systems as well as the adjustments in the electricity market are discussed. Inthe long term, the impact of wind power reliability (in the network) is evaluated by using an algorithmto calculate the capacity credit of wind power.