Macrobenthic abundance, biomass, productivity and production in the deep Arctic ocean

The few existing studies on macrobenthic communities of the deep Arctic Ocean report low standing stocks, and confirm a gradient with declining biomass from the slopes down to the basins as commonly reported for deep-sea benthos. In this study we have further investigated the relationship of faunal abundance (N), biomass (B) as well as community production (P) with water depth, geographical latitude and sea ice concentration. The underlying dataset combines legacy data from the past 20 years, as well as recent field studies selected according to standardized quality control procedures. Community P/B and production were estimated using the multi-parameter ANN model developed by Brey (2012). We could confirm the previously described negative relationship of water depth and macrofauna standing stock in the Arctic deep-sea. Furthermore, the sea-ice cover increasing with high latitudes, correlated with decreasing abundances of down to < 200 individuals/m**2, biomasses of < 65 mg C/m**2 and P of < 75 mg C/m**2/y. Stations under influence of the seasonal ice zone (SIZ) showed much higher standing stock and P means between 400 - 1400 mg C/m**2/y; even at depths up to 3700 m. We conclude that particle flux is the key factor structuring benthic communities in the deep Arctic ocean, explaining both the low values in the ice-covered Arctic basins and the high values along the SIZ.

Physical oceanography from eight Seaglider missions in the Mediterranean Sea, Eastern Basin

In 2008, the Oceanography Center at the University of Cyprus acquired two underwater gliders in the framework of a nationally-managed infrastructure upgrade program. The gliders were purchased from the Seaglider Fabrication Center at the University of Washington. Both gliders are rated to 1000 m and carry a typical sensor payload: non-pumped conductivity-temperature-depth sensors (CTD), a dissolved oxygen sensor, an optical triplet to measure optical backscatter at 400 nm, 700 nm, and chlorophyll-a fluorescence. Since March of 2009, the gliders have been used in a long-term observing program of the Cypriot EEZ, and by September 2015, have covered more than 15300 km over ground and 3500 dive cycles in 940 glider days. Butterfly patterns have been flown in two configurations, either on the western or eastern side of the EEZ south of Cyprus. The glider endurance lines criss-cross the region in order to more accurately locate and investigate the mesoscale structures south of Cyprus, and in particular the Cyprus eddy which is often the dominant feature. Based on the near real time observations, the glider mission was sometimes altered in order to more fully sample the Cyprus eddy, or to locate its center or extent. A summary of the raw and processed data collected, and the quality control procedures are presented, in order for future users to take advantage of this unique data set.

Caracterización y modelado de grandes centrales fotovoltaicas

La presente tesis doctoral propone un conjunto de ensayos de corta duración destinados a cubrir la ausencia de estándares internacionales específicamente adaptados a la tecnología y al panorama fotovoltaico actual que indiquen como realizar los procedimientos de control de calidad para comprobar que las grandes centrales fotovoltaicas ejecutadas responden a las expectativas establecidas durante la fase de proyecto. Dichos ensayos buscan, desde el punto de vista estrictamente técnico, obtener en un corto periodo de tiempo (típicamente una semana) resultados altamente repetitivos y representativos del comportamiento de la instalación bajo análisis, a la vez que minimizar al máximo la incertidumbre global, aspectos fundamentales para los procedimientos de control general de la calidad de una central. Los ensayos propuestos comprueban tanto el comportamiento general de la central, en términos de su capacidad de producción energética, como el de sus principales componentes, generadores fotovoltaicos e inversores, en términos de potencia máxima y eficiencia, respectivamente. También se aconseja una revisión de la calidad y seguridad de la instalación y de los materiales empleados en la ejecución de la central para evitar un envejecimiento prematuro de los mismos. Todos los ensayos recogidos en el texto se apoyan en la experiencia recopilada por el “Grupo de Sistemas Fotovoltaicos del Instituto de Energía Solar de la Universidad Politécnica de Madrid”, que ha estado involucrado en procedimientos de control de calidad de unas 50 centrales fotovoltaicas, con una potencia acumulada cercana a 250 MW, la mayoría de ellas instaladas en España. ABSTRACT This PhD thesis proposes a set of short-duration tests to establish quality control procedures to ensure that large photovoltaic plants fulfil the initial expectations. The motivation for this work is the lack of international standards specifically adapted to the present photovoltaic technology and its state of the art. From a strict technical point of view, these tests seek to obtain highly repetitive and representative results about the behaviour of the installation under study in a short period of time (typically one single week); and to minimize the global uncertainty. These are the two keys aspects required in quality control procedures. The proposed tests evaluate the general behaviour of the photovoltaic plants, in terms of energy production, as well as the particular behaviour of their main devices, photovoltaic arrays and inverters, in terms of maximum power and efficiency, respectively. A review of the installation quality and safety, and the employed materials in its execution to avoid premature aging is also recommended. The tests here presented are based on the experience accumulated by the “Grupo de Sistemas Fotovoltaicos del Instituto de Energia Solar de la Universidad Politecnica de Madrid”. This group has been involved in quality control procedures of about 50 photovoltaic plants, with an accumulated power close to 250 MW, most of them installed in Spain.

A quality assessment system for fresh fruits in hypermarkets and fruit trading centres.

When the fresh fruit reaches the final markets from the suppliers, its quality is not always as good as it should, either because it has been mishandled during transportation or because it lacks an adequate quality control at the producer level, before being shipped. This is why it is necessary for the final markets to establish their own quality assessment system if they want to ensure to their customers the quality they want to sell. In this work, a system to control fruit quality at the last level of the distribution channel has been designed. The system combines rapid control techniques with laboratory equipment and statistical sampling protocols, to obtain a dynamic, objective process, which can substitute advantageously the quality control inspections carried out visually by human experts at the reception platform of most hypermarkets. Portable measuring equipment have been chosen (firmness tester, temperature and humidity sensors...) as well as easy-to-use laboratory equipment (texturometer, colorimeter, refractometer..,) combining them to control the most important fruit quality parameters (firmness, colour, sugars, acids). A complete computer network has been designed to control all the processes and store the collected data in real time, and to perform the computations. The sampling methods have been also defined to guarantee the confidence of the results. Some of the advantages of a quality assessment system as the proposed one are: the minimisation of human subjectivity, the ability to use modern measuring techniques, and the possibility of using it also as a supplier's quality control system. It can be also a way to clarify the quality limits of fruits among members of the commercial channel, as well as the first step in the standardisation of quality control procedures.

Contributions to uncertainty reduction in the estimation of PV plants performance

Esta tesis doctoral presenta un procedimiento integral de control de calidad en centrales fotovoltaicas, que comprende desde la fase inicial de estimación de las expectativas de producción hasta la vigilancia del funcionamiento de la instalación una vez en operación, y que permite reducir la incertidumbre asociada su comportamiento y aumentar su fiabilidad a largo plazo, optimizando su funcionamiento. La coyuntura de la tecnología fotovoltaica ha evolucionado enormemente en los últimos años, haciendo que las centrales fotovoltaicas sean capaces de producir energía a unos precios totalmente competitivos en relación con otras fuentes de energía. Esto hace que aumente la exigencia sobre el funcionamiento y la fiabilidad de estas instalaciones. Para cumplir con dicha exigencia, es necesaria la adecuación de los procedimientos de control de calidad aplicados, así como el desarrollo de nuevos métodos que deriven en un conocimiento más completo del estado de las centrales, y que permitan mantener la vigilancia sobre las mismas a lo largo del tiempo. Además, los ajustados márgenes de explotación actuales requieren que durante la fase de diseño se disponga de métodos de estimación de la producción que comporten la menor incertidumbre posible. La propuesta de control de calidad presentada en este trabajo parte de protocolos anteriores orientados a la fase de puesta en marcha de una instalación fotovoltaica, y las complementa con métodos aplicables a la fase de operación, prestando especial atención a los principales problemas que aparecen en las centrales a lo largo de su vida útil (puntos calientes, impacto de la suciedad, envejecimiento…). Además, incorpora un protocolo de vigilancia y análisis del funcionamiento de las instalaciones a partir de sus datos de monitorización, que incluye desde la comprobación de la validez de los propios datos registrados hasta la detección y el diagnóstico de fallos, y que permite un conocimiento automatizado y detallado de las plantas. Dicho procedimiento está orientado a facilitar las tareas de operación y mantenimiento, de manera que se garantice una alta disponibilidad de funcionamiento de la instalación. De vuelta a la fase inicial de cálculo de las expectativas de producción, se utilizan los datos registrados en las centrales para llevar a cabo una mejora de los métodos de estimación de la radiación, que es la componente que más incertidumbre añade al proceso de modelado. El desarrollo y la aplicación de este procedimiento de control de calidad se han llevado a cabo en 39 grandes centrales fotovoltaicas, que totalizan una potencia de 250 MW, distribuidas por varios países de Europa y América Latina. ABSTRACT This thesis presents a comprehensive quality control procedure to be applied in photovoltaic plants, which covers from the initial phase of energy production estimation to the monitoring of the installation performance, once it is in operation. This protocol allows reducing the uncertainty associated to the photovoltaic plants behaviour and increases their long term reliability, therefore optimizing their performance. The situation of photovoltaic technology has drastically evolved in recent years, making photovoltaic plants capable of producing energy at fully competitive prices, in relation to other energy sources. This fact increases the requirements on the performance and reliability of these facilities. To meet this demand, it is necessary to adapt the quality control procedures and to develop new methods able to provide a more complete knowledge of the state of health of the plants, and able to maintain surveillance on them over time. In addition, the current meagre margins in which these installations operate require procedures capable of estimating energy production with the lower possible uncertainty during the design phase. The quality control procedure presented in this work starts from previous protocols oriented to the commissioning phase of a photovoltaic system, and complete them with procedures for the operation phase, paying particular attention to the major problems that arise in photovoltaic plants during their lifetime (hot spots, dust impact, ageing...). It also incorporates a protocol to control and analyse the installation performance directly from its monitoring data, which comprises from checking the validity of the recorded data itself to the detection and diagnosis of failures, and which allows an automated and detailed knowledge of the PV plant performance that can be oriented to facilitate the operation and maintenance of the installation, so as to ensure a high operation availability of the system. Back to the initial stage of calculating production expectations, the data recorded in the photovoltaic plants is used to improved methods for estimating the incident irradiation, which is the component that adds more uncertainty to the modelling process. The development and implementation of the presented quality control procedure has been carried out in 39 large photovoltaic plants, with a total power of 250 MW, located in different European and Latin-American countries.

Diseño arquitectónico y protección en caso de incendio: desarrollo normativo español en materia de evacuación en los siglos XIX y XX

Esta es la búsqueda de respuestas a esa duda constante: De dónde venimos y que hemos ido dejando por el camino. ¿Está todo claro en este recorrido o hemos actuado por acumulación de errores heredados de procesos anteriores? Es la investigación a través del descubrimiento de nuestro pasado, de nuestros orígenes en materia de seguridad de protección contra incendios, y sobre todo de ejecución de una arquitectura pensada para ser recorrida con mayor seguridad y ser evacuada en un tiempo razonable. El trabajo investiga, a nivel nacional, la evolución de la sociedad y sus efectos sobre la manera de interpretar el problema de la seguridad contra incendios en los edificios. El interés fundamentalmente es poner en claro todos aquellos aspectos que afectan a la evacuación de las personas. Para ello se han estudiado los principales hitos de actuación, las preocupaciones principales surgidas en cada momento y las soluciones adoptadas. Se ha comprobado su aplicación o su demora hasta que se ha producido el siguiente gran suceso que ha motivado una nueva revisión de los procedimientos de diseño y control. En primer lugar, tratando de relacionar los incendios fundamentales que han influido en nuestra forma de abordar el problema en distintos momentos de la historia de España. En segundo lugar, haciendo un recorrido sobre la figura del arquitecto y su participación en los medios de control y legislación sobre la manera de intervenir en el servicio de incendios o de resolver los edificios en materia de protección contra incendios o evacuación de sus ocupantes. En definitiva, descubriendo los escritos de algunos especialistas, fundamentales para entender nuestra manera de abordar el problema de la protección en los edificios, a lo largo de la historia. Se ha revisado como se han producido los siniestros más importantes en teatros y otros locales públicos .Analizando la forma en que los arquitectos implicados han tratado de resolver las posibles deficiencias ante el riesgo. Se trata de la tipología edificatoria donde, por primera vez, surge la preocupación por adoptar medidas y procedimientos de seguridad en caso de incendio. Resultan locales con una importante siniestralidad, donde se desarrolla la principal actividad lúdica del momento, y que por el importante número de personas que albergan, son fuente de preocupación entre el público y las autoridades. Otras cuestiones en un tema tan amplio, que quedan simplemente esbozadas en este trabajo de investigación, son los procedimientos de los sistemas de extinción, la estructura organizativa de la ciudad, las primeras sociedades de seguros de incendios, la aparición de patentes a partir del desarrollo industrial del siglo XIX. Todo ello, con el hilo conductor de la reglamentación que se ha ido elaborando al respecto. Al principio, sobre espectáculos públicos, acotando el punto de partida en la materia de nuestra reglamentación. Anticipando sistemas constructivos y datos dimensionales de la evacuación. Llegados a mediados del siglo XX, abordando otros usos. Haciendo seguimiento de la modernización de los procesos edificatorios y la reglamentación sectorial. Recabando información de las organizaciones profesionales que comienzan a reclamar una coordinación nacional de los sistemas preventivos y que desemboca en el Proyecto de Reglamento de prevención contra el fuego que nunca será publicado. Toda esta etapa, plagada de documentos de carácter voluntario u obligatorio, local y nacional, van definiendo los criterios dimensionales con los que debe resolverse los elementos arquitectónicos susceptibles de servir para la evacuación. Se trata de una etapa intensa en documentación, cambiante, sujeta a los criterios que establecen los países del entorno más avanzados en la materia. Las dos últimas décadas del siglo, acotadas por la transición política y varios siniestros de graves consecuencias, definen el proceso normativo que culmina con el código técnico de la edificación que hoy conocemos. Es un periodo de aprendizaje y asimilación del capítulo de la seguridad, donde los métodos son variados. Donde la intencionalidad última es trasladar un sistema prescriptivo a un modelo prestacional propio de la madurez en el análisis del tema y en las corrientes de los países del entorno. ABSTRACT This is the search for answers to that constant question: Where do we come from and what have left along the way? Has everything been clear on this journey, or have we acted as a result of a collection of errors learned from prior processes? This has been research through exploration of our past, of our origins regarding fire protection safety, and, above all, of the endeavour to utilize architecture aimed at offering the highest level of safety and evacuation in a reasonable time. This project has researched society’s change nationwide and its effects on how to interpret the difficulty of fire protection safety in buildings. Its focus has fundamentally been to clarify those aspects that affect the evacuation of people. To this end, the main milestones of action, the principal concerns that have arisen at each step, and the solutions taken have all been studied. A check was performed on their application; or their delay until a significant event occurred that prompted a new revision of design and control procedures. Firstly, this was done by attempting to connect the main fires that have influenced how we handle the problem at different times in Spain’s history. Secondly, an examination was done on the figure of the architect and his participation in the means of control and legislation on how to intercede in fire services, or how the architect finds solutions for buildings in terms of fire protection, or the evacuation of their occupants. In short, the written works of certain specialists, who are essential to our understanding of how to deal with the problem of protection in buildings, were explored throughout history. A study was done on the most significant disasters in theatres and other public establishments. This was done by analysing the way the architects involved have aimed to solve possible points liable to risk. It is a classification of building where, for the first time, the concern arose to adopt safety measures and procedures in the event of fires. Public establishments with considerable accident rates emerged. Here the main entertainment activities of the time took place. These spaces were a source of worry among the public and authorities due to the high number of persons they accommodated. Other issues in such an extensive subject, which are only outlined in this research study, are procedures in extinguishing systems, the organizational structure of cities, the first fire insurance companies, and the appearance of patents after the industrial development of the 19th century. All of these aspects are joined by the common thread of regulations that have been created in this matter. At the beginning, these regulations were for public shows, thus defining the starting point for our regulations. This was done in anticipation of structural systems and size data of evacuations. With the arrival of the mid-20th century, different uses were addressed. A modernization of construction processes and the industry regulations were tracked. Information was gathered from professional organizations that began to demand a national coordination of prevention systems which led to the Regulation Project on fire prevention which will never be published. Throughout this stage, replete with voluntary and compulsory documents, both on the local and national level, the dimensional criteria to be used in the resolution of architectural elements open to use in evacuation were defined. This was a period that was filled with documentation, change, and subject to the criteria that the most advanced countries in the field established in this regard. The final two decades of the century, marked by political transition and several accidents with grave consequences, defined the regulation process that culminated with the building technical code known today. This was a period of learning and understanding in the chapter of safety, where the methods are varied. In this chapter, the ultimate goal is to insert a prescriptive-based standard into a performance-based code suitable for cultivated experience in analysis of the subject and the tendencies in countries dealing with this field.

The European Narcolepsy Network (EU-NN) database.

Narcolepsy with cataplexy is a rare disease with an estimated prevalence of 0.02% in European populations. Narcolepsy shares many features of rare disorders, in particular the lack of awareness of the disease with serious consequences for healthcare supply. Similar to other rare diseases, only a few European countries have registered narcolepsy cases in databases of the International Classification of Diseases or in registries of the European health authorities. A promising approach to identify disease-specific adverse health effects and needs in healthcare delivery in the field of rare diseases is to establish a distributed expert network. A first and important step is to create a database that allows collection, storage and dissemination of data on narcolepsy in a comprehensive and systematic way. Here, the first prospective web-based European narcolepsy database hosted by the European Narcolepsy Network is introduced. The database structure, standardization of data acquisition and quality control procedures are described, and an overview provided of the first 1079 patients from 18 European specialized centres. Due to its standardization this continuously increasing data pool is most promising to provide a better insight into many unsolved aspects of narcolepsy and related disorders, including clear phenotype characterization of subtypes of narcolepsy, more precise epidemiological data and knowledge on the natural history of narcolepsy, expectations about treatment effects, identification of post-marketing medication side-effects, and will contribute to improve clinical trial designs and provide facilities to further develop phase III trials.

An investigation of contact transmission of methicillin resistant-Staphylococcus aureus

Hand hygiene is critical in the healthcare setting and it is believed that methicillin-resistant Staphylococcus aureus (MRSA), for example, is transmitted from patient to patient largely via the hands of health professionals. A study has been carried out at a large teaching hospital to estimate how often the gloves of a healthcare worker are contaminated with MRSA after contact with a colonized patient. The effectiveness of handwashing procedures to decontaminate the health professionals' hands was also investigated, together with how well different healthcare professional groups complied with handwashing procedures. The study showed that about 17% (9-25%) of contacts between a healthcare worker and a MRSA-colonized patient results in transmission of MRSA from a patient to the gloves of a healthcare worker. Different health professional groups have different rates of compliance with infection control procedures. Non-contact staff (cleaners, food services) had the shortest handwashing times. In this study, glove use compliance rates were 75% or above in all healthcare worker groups except doctors whose compliance was only 27%. (C) 2004 The Hospital Infection Society. Published by Elsevier Ltd. All rights reserved.

Validation of assembled nucleic acid-based tests in diagnostic microbiology laboratories

Medical microbiology and virology laboratories use nucleic acid tests (NAT) to detect genomic material of infectious organisms in clinical samples. Laboratories choose to perform assembled (or in-house) NAT if commercial assays are not available or if assembled NAT are more economical or accurate. One reason commercial assays are more expensive is because extensive validation is necessary before the kit is marketed, as manufacturers must accept liability for the performance of their assays, assuming their instructions are followed. On the other hand, it is a particular laboratory's responsibility to validate an assembled NAT prior to using it for testing and reporting results on human samples. There are few published guidelines for the validation of assembled NAT. One procedure that laboratories can use to establish a validation process for an assay is detailed in this document. Before validating a method, laboratories must optimise it and then document the protocol. All instruments must be calibrated and maintained throughout the testing process. The validation process involves a series of steps including: (i) testing of dilution series of positive samples to determine the limits of detection of the assay and their linearity over concentrations to be measured in quantitative NAT; (ii) establishing the day-to-day variation of the assay's performance; (iii) evaluating the sensitivity and specificity of the assay as far as practicable, along with the extent of cross-reactivity with other genomic material; and (iv) assuring the quality of assembled assays using quality control procedures that monitor the performance of reagent batches before introducing new lots of reagent for testing.

Packet switching in wide area broadband private networks

B-ISDN is a universal network which supports diverse mixes of service, applications and traffic. ATM has been accepted world-wide as the transport technique for future use in B-ISDN. ATM, being a simple packet oriented transfer technique, provides a flexible means for supporting a continuum of transport rates and is efficient due to possible statistical sharing of network resources by multiple users. In order to fully exploit the potential statistical gain, while at the same time provide diverse service and traffic mixes, an efficient traffic control must be designed. Traffic controls which include congestion and flow control are a fundamental necessity to the success and viability of future B-ISDN. Congestion and flow control is difficult in the broadband environment due to the high speed link, the wide area distance, diverse service requirements and diverse traffic characteristics. Most congestion and flow control approaches in conventional packet switched networks are reactive in nature and are not applicable in the B-ISDN environment. In this research, traffic control procedures mainly based on preventive measures for a private ATM-based network are proposed and their performance evaluated. The various traffic controls include CAC, traffic flow enforcement, priority control and an explicit feedback mechanism. These functions operate at call level and cell level. They are carried out distributively by the end terminals, the network access points and the internal elements of the network. During the connection set-up phase, the CAC decides the acceptance or denial of a connection request and allocates bandwidth to the new connection according to three schemes; peak bit rate, statistical rate and average bit rate. The statistical multiplexing rate is based on a `bufferless fluid flow model' which is simple and robust. The allocation of an average bit rate to data traffic at the expense of delay obviously improves the network bandwidth utilisation.

Revisão do plano de segurança da água do sistema regional do Carvoeiro

Os Planos de Segurança da Água surgem com a necessidade de aumentar a segurança da água de abastecimento, superando a monitorização de conformidade de “fim de linha”, permitindo aumentar a confiança do consumidor na qualidade da água que lhe é fornecida. Esta nova abordagem recorre a uma metodologia de gestão baseada na identificação e no controlo de riscos em pontos críticos de um sistema de abastecimento, em complemento do controlo realizado através da monitorização da conformidade da água entregue aos consumidores. O Plano de Segurança da Água (PSA) encontra-se implementado no Sistema Regional do Carvoeiro (SRC) desde o ano de 2009. O SRC é um sistema de abastecimento de água em alta, sendo constituído por conjunto de infraestruturas de captação, tratamento, transporte e armazenamento de água desde a sua origem, localizada no rio Vouga, em Carvoeiro, até aos municípios integrados na Associação de Municípios do Carvoeiro-Vouga. Atendendo à obra de expansão do SRC, tornou-se imperativo efetuar uma revisão ao PSA, sendo este o objetivo primordial do trabalho de estágio desenvolvido na empresa Águas do Vouga S.A, concessionária responsável pela gestão do SRC. Para a prossecução deste objetivo, o trabalho desenvolvido envolveu os seguintes passos metodológicos: identificação das operações aplicadas no SRC; identificação de perigos e eventos perigosos em todos os órgãos constituintes do sistema; avaliação de riscos; identificação de pontos críticos de controlo; identificação de pontos de monitorização e medidas preventivas; elaboração do plano de monitorização, incluindo, procedimentos de controlo operacional em condições normais de funcionamento e em caso de desvio; validação deste plano. Deste trabalho resultou a identificação de 166 eventos perigosos, 17 tipologias de perigos, 3 pontos de controlo crítico e 17 pontos de monitorização. Os pontos de controlo crítico foram identificados nos processos de tratamento da ETA do Carvoeiro. O primeiro foi localizado na etapa de filtração com areia, antracite e zeólitos correspondendo aos perigos com metais (Fe e Mn), outros compostos químicos perigosos, partículas, turvação, matéria orgânica e alumínio. O segundo ponto foi identificado na etapa de filtração com filtros de carvão ativado granular relativo ao aparecimento de sabor e cianotoxinas. O terceiro ponto de controlo crítico foi encontrado na etapa de desinfeção referente aos microrganismos patogénicos. Os pontos de monitorização foram localizados ao longo do sistema em situações onde não se dispõem de nenhuma medida de controlo para eliminar o perigo e antes e após os pontos de controlo crítico. O plano de monitorização foi desenvolvido para estes pontos, embora os limites e procedimentos definidos devam ser alvo de revisão após a conclusão da obra de expansão do sistema. A validação da revisão do plano foi iniciada, mas cingiu-se apenas na avaliação preliminar de riscos, prévia ao início de operação da ETA do Carvoeiro. Para além da revisão deste plano, foram realizadas outras tarefas, nomeadamente uma análise à qualidade da água fornecida e distribuída pelo sistema, a elaboração do plano PCQA para o ano de 2016, a configuração da plataforma de gestão operacional NAVIATM e a revisão do Manual de Gestão da Águas do Vouga relativo ao processo de qualidade na captação, tratamento e distribuição e ao processo de qualidade na gestão do PSA.

Position paper on passive sampling techniques for the monitoring of contaminants in the aquatic environment - Achievements to date and perspectives

This paper, based on the outcome of discussions at a NORMAN Network-supported workshop in Lyon (France) in November 2014 aims to provide a common position of passive sampling community experts regarding concrete actions required to foster the use of passive sampling techniques in support of contaminant risk assessment and management and for routine monitoring of contaminants in aquatic systems. The brief roadmap presented here focusses on the identification of robust passive sampling methodology, technology that requires further development or that has yet to be developed, our current knowledge of the evaluation of uncertainties when calculating a freely dissolved concentration, the relationship between data from PS and that obtained through biomonitoring. A tiered approach to identifying areas of potential environmental quality standard (EQS) exceedances is also shown. Finally, we propose a list of recommended actions to improve the acceptance of passive sampling by policy-makers. These include the drafting of guidelines, quality assurance and control procedures, developing demonstration projects where biomonitoring and passive sampling are undertaken alongside, organising proficiency testing schemes and interlaboratory comparison and, finally, establishing passive sampler-based assessment criteria in relation to existing EQS.

Influence of a Brazilian sewage outfall on the toxicity and contamination of adjacent sediments

The submarine sewage outfall of Santos (SSOS) is situated in the Santos Bay (São Paulo, Brazil) and is potentially a significant source of contaminants to the adjacent marine ecosystem. The present study aimed to assess the influence of SSOS on the sediment toxicity and contamination at Santos Bay. At the disposal site, sediments tended to be finer, organically richer and exhibited higher levels of surfactants and metals, sometimes exceeding the Threshold Effect Level values. The SSOS influence was more evident toward the East, where the sediments exhibited higher levels of TOC, total S and metals during the summer 2000 sampling campaign. Sediment toxicity to amphipods was consistently detected in four of the five stations studied. Amphipod survival tended to correlate negatively to Hg, total N and % mud. This work provides evidence that the SSOS discharge affects the quality of sediments from Santos Bay, and that control procedures are warranted. (c) 2005 Elsevier Ltd. All rights reserved.

Manual de Controlo Interno no Âmbito da Contratação Pública: Uma Proposta para a Direção de Navios

A contratação pública, enquanto universo de formação dos contratos públicos, ao ser abordada numa perspetiva adequada pode ser considerada como um mecanismo para alcançar um crescimento inteligente e sustentável e, para assegurar, simultaneamente, uma utilização eficiente dos fundos públicos. A aplicação de um Sistema de controlo interno, para além de ser um instrumento de auxílio na tomada de decisão, permite incrementar a eficácia e eficiência das operações, uma maior fiabilidade da informação financeira e a garantia do cumprimento dos diplomas legais que a estas se aplicam. Neste sentido, pelo facto de um valor considerável do Orçamento de Estado atribuído à Marinha estar alocado à atividade de manutenção, cuja entidade responsável é a Direção de Navios, é de todo o interesse criar ferramentas que permitam uma melhor gestão dos fundos públicos, bem como, garantir a máxima operacionalidade dos meios que concorrem para o cumprimento da missão da Marinha. O presente estudo tem como objetivos identificar quais os elementos relativos à formação e execução dos contratos públicos que podem ser melhorados de modo a incrementar o controlo interno no âmbito da atividade procedimental referente à aquisição, construção e reparação de meios navais e unidades de apoio à Marinha. De forma a alcançar este desiderato utilizou-se o método do ´estudo de caso´, servindo a Direção de Navios como unidade de estudo, conjugando diferentes técnicas de recolha de dados. Com este estudo conclui-se que é necessário incrementar o controlo interno nesta unidade. De modo a colmatar esta problemática, foi elaborado um manual de controlo interno que tem por principal finalidade garantir um elevado desempenho na área da contratação pública e a salvaguarda do interesse público, se implementado por esta unidade.