Análise do ciclo de vida do cimento. Caso de estudo: fábrica da Secil-Outão

O cimento é o material de construção mais utilizado na edificação de estruturas. A sua produção compreende um consumo material e energético muito significativo que se traduz numa contribuição igualmente relevante para a deterioração do ambiente. A presente dissertação consistiu na aplicação da abordagem de ciclo de vida ao processo de produção de dois tipos de cimento – CEM I 42,5 e CEM II 32,5 – com a finalidade de calcular o impacte ambiental de cada um e comprovar o desempenho ambiental superior do segundo. A análise do ciclo de vida foi desenvolvida de acordo com uma abordagem cradle-to-gate, segundo os requisitos das normas ISO 14040 e 14044 e da Norma Europeia 15804/2012. Os dados utilizados são específicos do processo de produção de cimento na fábrica de cimento Secil-Outão. Os resultados dos inventários do ciclo de vida demonstraram que, decorrente da utilização de uma maior quantidade de clínquer no seu fabrico, o CEM I 42,5 exige um maior consumo de matérias-primas naturais e de energia, tanto elétrica como térmica. O CEM II 32,5 apresenta consumos materiais e energéticos inferiores ao cimento do tipo I, devido a uma taxa de incorporação de clínquer mais baixa, mas compreende um consumo de matérias-primas secundárias mais alto. Em relação aos fluxos de saída, o CEM I 42,5 é responsável por níveis de emissão de CO2, PM10 e outros poluentes superiores aos do CEM II 32,5, em consequência do consumo elevado de combustíveis. A produção do cimento do tipo I é responsável por uma maior contribuição para a ecotoxicidade de sistemas marinhos e terrestres e para a deterioração da saúde pública, através da emissão de metais pesados, e para o agravamento das alterações climáticas, devido às emissões de CO2. A produção do cimento do tipo II apresenta um menor impacte ambiental e, por isso, um desempenho ambiental superior.

Estratégia para a incorporação de impactes ambientais, sociais e económicos específicos num método de Avaliação da Sustentabilidade de Edifícios de Saúde (HBSA)

The healthcare project design requires a several number of concerns with the satisfaction and well‐being of the working team, patient and administrators, has a strong social responsibility and impact on the city. Due to various design requirements, these buildings are not designed and used in a sustainable way, because there are still no effective methods to support designers in this context. Consequently, they do not know what the best criteria to be followed and their managers are not aware of the measuresthatshould be adopted for efficient use. Furthermore, the aim of this study is to present a proposal for a Healthcare Building Sustainability Assessment (HBSA) method adapted for the Portuguese context and considering the work developed so far in the standardization bodies (CEN and ISO). For this, the chosen methodology is analysed and compared the most relevant building sustainability assessment tools in the context of healthcare buildings.  

Bases de trabalho para a avaliação do ciclo de vida de vigas em betão armado reforçadas com laminados de CFRP de acordo com as técnicas EBR e NSM

Dissertação de mestrado integrado em Engenharia Civil

Effectiveness of three different walking prescription durations on total physical activity in normal- and overweight women.

OBJECTIVE: While there is a dose-response relationship between physical activity (PA) and health benefit, little is known about the effectiveness of different PA prescriptions on total daily PA. AIM: To test, under real-life conditions and using an objective, non-invasive measurement technique (accelerometry), the effect of prescribing additional physical activity (walking only) of different durations (30, 60 and 90 min/day) on compliance (to the activity prescribed) and compensation (to total daily PA). Participants in each group were prescribed 5 sessions of walking per week over 4 weeks. METHODS: 55 normal-weight and overweight women (mean BMI 25 ± 5 kg/m(2), height 165 ± 1 cm, weight 68 ± 2 kg and mean age 27 ± 1 years) were randomly assigned to 3 prescription groups: 30, 60 or 90 min/day PA. RESULTS: Walking duration resulted in an almost linear increase in the number of steps per day during the prescription period from an average of about 10,000 steps per day for the 30-min prescription to about 14,000 for the 90-min prescription. Compliance was excellent for the 30-min prescription but decreased significantly with 60-min and 90-min prescriptions. In parallel, degree of compensation subsequent to exercise increased progressively as length of prescription increased. CONCLUSION: A 30-min prescription of extra walking 5 times per week was well tolerated. However, in order to increase total PA further, much more than 60 min of walking may need to be prescribed in the majority of individuals. While total exercise 'volume' increased with prescriptions longer than 30 min, compliance to the prescription decreased and greater compensation was evident. © 2014 S. Karger GmbH, Freiburg.

The role of basalt replenishment in the generation of basaltic andesites of the ongoing activity at Arenal volcano, Costa Rica: evidence from clinopyroxene and spinel

The bulk composition of magma erupted from Volcan Arenal has remained nearly constant (SiO2 = 53.6-54.9 wt%; MgO = 5.0-4.5 wt%) during almost 30 years of continuous activity (1969-1996). None the less, clinopyroxene (cpx) phenocrysts and their spinel inclusions record a much more complex open-system evolution in which steady-state production of the erupted basaltic andesitic magma is linked to episodic injections of basalt into Arenal's magma conduit/reservoir system. High-resolution major element zoning profiles (electron microprobe) on a large number of phenocrysts (>14,000 analyses), tied to back-scattered electron (BSE) images, have been used to assess the compositional characteristics of the magmatic end members as well as the timing and dynamics of magma replenishment events. No two cpx phenocrysts have exactly the same zoning profile. The vast majority of our analyses record the crystallization of cpx (Cr2O3 < 0.12 wt%; Mg# = 65-79; Al/Ti = 2-7) from a liquid comparable to or more evolved than erupted magma compositions. However, half of all cpx grains are cored by high-Cr cpx (Cr2O3 = 0.2-0.72 wt%) or contain similar basaltic compositions as abrupt growth bands in phenocrysts with and without high-Cr cores; phenocrysts with high-Cr cpx occur throughout the ongoing activity. In a few cases, high-Cr cpx occurs very near the outer margin of the grain without an apparent growth hiatus, particularly in 1968/69 and 1992/93. The main conclusions are: (1) all basaltic andesitic lavas erupted at Arenal during the ongoing activity that began in July, 1968, are the products of magma mixing, (2) clinopyroxenes record multiple replenishment events of basaltic magma in contrast to the near constancy of erupted bulk compositions, (3) some phenocrysts preserve records of multiple interactions with basaltic magmas requiring magmatic processes to operate on time-scales shorter than residence times of some phenocrysts, (4) multiple occurrences of clinopyroxene with high-Cr rims suggest that basalt replenishment events have occurred with sub-decadal frequency and may predate eruption by months or less. From this we infer that Arenal volcano is underlain by a continuously active, small-volume magmatic reservoir maintained in quasi-steady state by basalt recharge over several decades. The monotony of erupting Arenal magmas implies that fractionation, recharge, ascent, and eruption are well balanced in order for magmas to be essentially uniform while containing phenocrysts with vastly different growth histories at the time of eruption.

Prevención, seguimiento y evaluación de la descontaminación de percloroetileno en suelo y aguas subterráneas en un terreno industrial

La contaminación de suelos y aguas subterráneas es uno de los problemas ambientales más extendidos en gran parte de los terrenos industriales de Cataluña. En este proyecto se ha analizado el proceso de gestión de la contaminación: caracterización, remediación y seguimiento de la descontaminación en suelos y aguas subterráneas por un caso de afección por organoclorados (percloroetileno) y otros contaminantes (hidrocarburos, selenio y cromo) en un emplazamiento industrial situado en una zona agroforestal (superficie de 81.462 m2). A partir de la implantación en la empresa del sistema de gestión ISO 14.001 en 1.996, se abrieron diferentes proyectos de gestión para los posibles contaminantes. Por las mismas fechas, también se detectó una afección por selenio en aguas subterráneas, ajena a la empresa de estudio. Por el momento, el único contaminante que ha requerido de un proceso de descontaminación ha sido el percloroetileno. En suelos se emplea el método “soil vapor extraction” y en aguas subterráneas el método “airstripping”. Finalmente, se ha llevado a cabo una comparación de los costes reales derivados del proceso de descontaminación del percloroetileno en contra de los costes que se hubiesen derivado la implantación de medidas de prevención de la contaminación. El resultado de la valoración indica que la descontaminación de éste compuesto requiere de una inversión económica importante, unas 10 veces más elevada que los costes derivados de las medidas de prevención.

From genomes to vaccines via the proteome

An effective vaccine against schistosomiasis mansoni would be a valuable control tool and the high levels of protection elicited in rodents and primates by radiation-attenuated cercariae provide proof of principle. A major obstacle to vaccine development is the difficulty of identifying the antigens that mediate protection, not least because of the size of the genome at 280Mb DNA encoding 14,000 to 20,000 genes. The technologies collectively called proteomics, including 2D electrophoresis, liquid chromatography and mass spectrometry, now permit any protein to be identified provided there is extensive DNA data, and preferably a genome sequence. Applied to soluble (cytosolic) proteins from schistosomes, proteomics reveals the great similarity in composition between life cycle stages, with several WHO vaccine candidates amongst the most abundant constituents. The proteomic approach has been successfully applied to identify the secretions used by cercaria to penetrate host skin, the gut secretions of adult worms and the proteins exposed on the tegument surface. Soluble proteins can also be separated by 2D electrophoresis before western blotting to identify the full range of antigenic targets present in a parasite preparation. The next step is to discover which target proteins represent the weak points in the worm's defences.

Gestió dels processos de treball

En aquest projecte es pretén solucionar el problema d'accés als processos de treball de les normes ISO mitjançant una aplicació per a dispositius mòbils (telèfons i tabletes) que suporten HTML5 i CSS3. Aquesta aplicació de funcionament molt intuïtiu és accessible per a qualsevol empleat d'una empresa determinada, i li permet consultar els processos de treball que li apliquen.

Guidelines for the Conversion of Urban Four-Lane Undivided Roadways to Three-Lane Two-Way Left-turn Lane Facilities, April 2001

Four-lane undivided roadways in urban areas can experience a degradation of service and/or safety as traffic volumes increase. In fact, the existence of turning vehicles on this type of roadway has a dramatic effect on both of these factors. The solution identified for these problems is typically the addition of a raised median or two-way left-turn lane (TWLTL). The mobility and safety benefits of these actions have been proven and are discussed in the “Past Research” chapter of this report along with some general cross section selection guidelines. The cost and right-of-way impacts of these actions are widely accepted. These guidelines focus on the evaluation and analysis of an alternative to the typical four-lane undivided cross section improvement approach described above. It has been found that the conversion of a four-lane undivided cross section to three lanes (i.e., one lane in each direction and a TWLTL) can improve safety and maintain an acceptable level of service. These guidelines summarize the results of past research in this area (which is almost nonexistent) and qualitative/quantitative before-and-after safety and operational impacts of case study conversions located throughout the United States and Iowa. Past research confirms that this type of conversion is acceptable or feasible in some situations but for the most part fails to specifically identify those situations. In general, the reviewed case study conversions resulted in a reduction of average or 85th percentile speeds (typically less than five miles per hour) and a relatively dramatic reduction in excessive speeding (a 60 to 70 percent reduction in the number of vehicles traveling five miles per hour faster than the posted speed limit was measured in two cases) and total crashes (reductions between 17 to 62 percent were measured). The 13 roadway conversions considered had average daily traffic volumes of 8,400 to 14,000 vehicles per day (vpd) in Iowa and 9,200 to 24,000 vehicles per day elsewhere. In addition to past research and case study results, a simulation sensitivity analysis was completed to investigate and/or confirm the operational impacts of a four-lane undivided to three-lane conversion. First, the advantages and disadvantages of different corridor simulation packages were identified for this type of analysis. Then, the CORridor SIMulation (CORSIM) software was used x to investigate and evaluate several characteristics related to the operational feasibility of a four-lane undivided to three-lane conversion. Simulated speed and level of service results for both cross sections were documented for different total peak-hour traffic, access densities, and access-point left-turn volumes (for a case study corridor defined by the researchers). These analyses assisted with the identification of the considerations for the operational feasibility determination of a four -lane to three-lane conversion. The results of the simulation analyses primarily confirmed the case study impacts. The CORSIM results indicated only a slight decrease in average arterial speed for through vehicles can be expected for a large range of peak-hour volumes, access densities, and access-point left-turn volumes (given the assumptions and design of the corridor case study evaluated). Typically, the reduction in the simulated average arterial speed (which includes both segment and signal delay) was between zero and four miles per hour when a roadway was converted from a four-lane undivided to a three-lane cross section. The simulated arterial level of service for a converted roadway, however, showed a decrease when the bi-directional peak-hour volume was about 1,750 vehicles per hour (or 17,500 vehicles per day if 10 percent of the daily volume is assumed to occur in the peak hour). Past research by others, however, indicates that 12,000 vehicles per day may be the operational capacity (i.e., level of service E) of a three-lane roadway due to vehicle platooning. The simulation results, along with past research and case study results, appear to support following volume-related feasibility suggestions for four-lane undivided to three-lane cross section conversions. It is recommended that a four-lane undivided to three-lane conversion be considered as a feasible (with respect to volume only) option when bi-directional peak-hour volumes are less than 1,500 vehicles per hour, but that some caution begin to be exercised when the roadway has a bi-directional peak-hour volume between 1,500 and 1,750 vehicles per hour. At and above 1,750 vehicles per hour, the simulation indicated a reduction in arterial level of service. Therefore, at least in Iowa, the feasibility of a four-lane undivided to three-lane conversion should be questioned and/or considered much more closely when a roadway has (or is expected to have) a peak-hour volume of more than 1,750 vehicles. Assuming that 10 percent of the daily traffic occurs during the peak-hour, these volume recommendations would correspond to 15,000 and 17,500 vehicles per day, respectively. These suggestions, however, are based on the results from one idealized case xi study corridor analysis. Individual operational analysis and/or simulations should be completed in detail once a four-lane undivided to three-lane cross section conversion is considered feasible (based on the general suggestions above) for a particular corridor. All of the simulations completed as part of this project also incorporated the optimization of signal timing to minimize vehicle delay along the corridor. A number of determination feasibility factors were identified from a review of the past research, before-and-after case study results, and the simulation sensitivity analysis. The existing and expected (i.e., design period) statuses of these factors are described and should be considered. The characteristics of these factors should be compared to each other, the impacts of other potentially feasible cross section improvements, and the goals/objectives of the community. The factors discussed in these guidelines include • roadway function and environment • overall traffic volume and level of service • turning volumes and patterns • frequent-stop and slow-moving vehicles • weaving, speed, and queues • crash type and patterns • pedestrian and bike activity • right-of-way availability, cost, and acquisition impacts • general characteristics, including - parallel roadways - offset minor street intersections - parallel parking - corner radii - at-grade railroad crossings xii The characteristics of these factors are documented in these guidelines, and their relationship to four-lane undivided to three-lane cross section conversion feasibility identified. This information is summarized along with some evaluative questions in this executive summary and Appendix C. In summary, the results of past research, numerous case studies, and the simulation analyses done as part of this project support the conclusion that in certain circumstances a four-lane undivided to three-lane conversion can be a feasible alternative for the mitigation of operational and/or safety concerns. This feasibility, however, must be determined by an evaluation of the factors identified in these guidelines (along with any others that may be relevant for a individual corridor). The expected benefits, costs, and overall impacts of a four-lane undivided to three-lane conversion should then be compared to the impacts of other feasible alternatives (e.g., adding a raised median) at a particular location.

Transition épidémiologique et évolution des facteurs de risque cardiovasculaire aux Seychelles

Les Seychelles connaissent une transition épidémiologique accélérée, parallèlement au développement socio-économique rapide au cours des trois dernières décennies. Les ressources des Seychelles, qui reposaient traditionnellement sur la production de copra, proviennent actuellement de la pêche industrielle, du tourisme et de services. Le produit national brut par habitant était inférieur à US$ 500 en 1970 et s'élève actuellement à US$ 14'000 actuellement, ce qui place les Seychelles parmi les pays à revenu intermédiaire supérieur. L'étude de la transition aux Seychelles est non seulement intéressante dans ce contexte de transformation socio-économique rapide, mais aussi parce que des données fiables permettent de documenter cette transition depuis trois décennies. Premièrement, la population est régulièrement énumérée et les données montrent un vieillissement rapide, avec un doublement de la population adulte en 25 ans, ce qui entraîne inévitablement une augmentation du nombre total de patients souffrant de maladies chroniques. Deuxièmement, 4 enquêtes de population ont été effectuées en 25 ans (1989, 1994, 2004 et 2013). Il ressort des prévalences élevées de plusieurs facteurs de risque des malades cardiovasculaires (MCV), mais les tendances sont, heureusement, à la baisse pour les facteurs de risque « traditionnels » (tabagisme, hypertension, dyslipidémie) mais, malheureusement, à la hausse pour les facteurs métaboliques « modernes » (obésité, diabète).

Implementação de Sistemas de Gestão da Qualidade: O Caso da Cabo Verde Telecom

A pesquisa tem por objectivo avaliar a implementação do sistema de gestão da qualidade na Cabo Verde Telecom. O tema escolhido justifica-se pela importância do sector das telecomunicações na geração de empregos e rendimentos em Cabo Verde. Tal facto exige que resultados positivos relacionados à melhoria da qualidade sejam alcançados de modo a responder ao ritmo de constante incerteza, actualização no padrão de consumo e busca permanente de melhoria dos serviços prestados. No que se refere à revisão da literatura, faz-se uma resenha histórica da gestão da qualidade, aborda-se as diferentes dimensões da qualidade, a qualidade total, os principais autores, o modelo da EFQM, as normas ISO 9000, a qualidade em serviços e, porque os recursos humanos constituem um factor crítico de sucesso de qualquer sistema de gestão da qualidade, faz-se uma breve referência à gestão da mudança organizacional. O método utilizado é o estudo de caso. A recolha de dados é feita através da observação, da aplicação de questionários e entrevistas semi-estruturadas e do recurso a fontes secundárias – análise documental. A metodologia de análise é descritivo-quantitativa. Os resultados da pesquisa mostram que a implementação do sistema de gestão da qualidade na empresa assenta nos princípios que norteiam a cultura da gestão da qualidade subjacentes às normas ISO 9000:2000. Quanto ao grau de aplicação e adesão aos princípios referidos, pode-se concluir que se verifica uma evolução positiva, mas não na dimensão desejada.

Implementação e Avaliação de Sistemas de Gestão da Qualidade - O Caso da CCIASB

O objectivo da pesquisa consiste em avaliar a implementação e a certificação do sistema de gestão da qualidade da CCIASB. A escolha do tema advém da importância actual da qualidade como factor competitivo nas organizações, baseada na melhoria contínua. Foi feita uma revisão bibliográfica descrevendo a história da gestão da qualidade, abordando os diferentes autores da qualidade, normas ISO 9000, qualidade em serviço, certificação e o Sistema Nacional de Qualidade. Para realização do estudo foi utilizado o método de estudo de caso; os dados foram recolhidos através da observação, aplicação de questionários, entrevistas e análise documental. Para a avaliação foi adaptado o questionário SERVQUAL e as cinco dimensões propostas à realidade da organização estudada. Esse questionário foi aplicado a clientes/associados e colaboradores da organização em estudo, complementado pela análise documental. Através deste estudo foi possível conhecer os factores que os clientes e os colaboradores mais valorizam na prestação dos serviços bem como a sua avaliação global no que se refere à qualidade e constatar evidências de uma dinâmica de melhoria contínua no SGQ da CCIASB que se tem reflectido na melhoria do serviço prestado, muito embora carecendo de ajustamento em algumas dimensões.

Extensão do SGQ da CVTelecom à CVMultimédia (CVMM

A globalização do mercado, o aparecimento do e-commerce e o aumento da concorrência, levou as empresas a encontrar novas formas de ganhar competitividade. Os consumidores tornaram-se cada vez mais exigentes a todos os níveis, impondo às empresas uma exigência de elevada qualidade dos produtos e serviços. Assim, uma das formas encontradas pelas empresas foi a certificação do Sistema de Gestão da Qualidade pela ISO 9000, permitindo diminuir as não conformidades e corresponder aos requisitos dos clientes. O aumento anual de certificados ISO 9000 em diversos países no mundo incluindo Cabo Verde que neste momento dispõe de um instituto de qualidade, comprova a importância da certificação na sobrevivência de diversas empresas no mercado. Este estudo, de Extensão do Sistema de Gestão da Qualidade (SGQ) da CVTelecom à CVMultimédia, de acordo com a norma de referência ISO 9001:2008, pretendeu-se atingir, de entre outros, os seguintes objetivos: Otimização dos processos;  Melhoria de eficiência e eficácia;  Aumento da confiança na prestação de serviços da CVMM;  Aumento da satisfação dos stakeholders. É aqui apresentado o caso prático do processo de extensão da certificação da CVMultimédia, desde o arranque, com realização de oficinas de trabalho para identificação e desenho dos processos e procedimentos. É igualmente apresentado como está organizado o sistema e as mudanças ocorridas no âmbito de implementação do mesmo, como retrata o plano de ação que consta em anexo. Do trabalho realizado, podemos tecer as seguintes conclusões, que as fases de implementação do sistema foram desenvolvidas de acordo com o ciclo PDCA (Planear, Executar, verificar e atuar), uma das ferramentas de gestão da qualidade com enfoque na melhoria contínua, contando com o envolvimento e comprometimento da Gestão de Topo e de todos os colaboradores, no desenvolvimento e implementação do sistema que foi determinante para que o projeto pudesse cumprir as etapas do plano de atividades; Como em todos os processos de mudança, inicialmente registou-se alguma resistência na fase de implementação, o que irá exigir um acompanhamento permanente na fase de consolidação. Palavras-chave: Qualidade, processos, Sistemas de Gestão e Qualidade, Normas ISO, Auditorias da Qualidade e Melhoria Contínua

[Planisphère nautique] Opus Nicolay de Caverio ianuensis

Échelle(s) : 10° = 80mm, soit 1:14.000.000 environ

[Planisphère nautique] Opus Nicolay de Caverio ianuensis

Échelle(s) : 10° = 80mm, soit 1:14.000.000 environ