Redes de terras associadas a estações de telecomunicações

As redes de terras são algo que atormenta muitas operadoras de telecomunicações. Quando o comum civil pensa que apenas existem antenas e que é importante a transmissão de dados porque naturalmente não lhes faz falta saber mais nada, as pessoas envolventes na construção de uma estação de telecomunicações têm preocupações não só com a parte de rádio e antenas, mas fundamentalmente com a parte de energia e de infra-estruturas. No desenvolvimento deste projecto, torna-se então importante perceber como as redes de terras são implementadas, como atingir valores satisfatórios para as operadoras, como realizar melhoria da rede de terras já existentes, implementar furos artesianos/valas e sobretudo como melhorar no futuro. Os materiais utilizados e o estudo prévio das condições do terreno onde a estação rádio-base é implementada nem sempre coincidem com os resultados desejados e que pensamos que seriam facilmente atingidos após implementação da torre. Neste projecto, vamos então acompanhar todos os processos, desde a legalização, construção, testes e finalmente a medição da resistência de terras final. Se os valores foram aceitáveis, óptimo para a operadora de telecomunicações e para a empresa responsável pela implementação. Caso os resultados estejam aquém das expectativas, é altura de selecionar os melhores e recorrendo a um conjunto de técnicas que garantam resultados e o menos dispêndio de dinheiro possível, vamos avançar para as melhorias. Os regimes de protecção das pessoas e da estação são bastante importantes. É importante também perceber as condições dos solos e saber simular com o programa ERICO que será fundamental para se efetuar uma comparação entre o teórico e o implementado praticamente. No fim, parte fulcral serão as medições finais, a relação preço-qualidade das melhorias implementadas, a análise dos resultados com argumentos válidos e o bom senso da operadora para aceitar ou rejeitar os trabalhos. Contrato é contrato, fazer mais e melhor é uma exigência constante.

Reproduction of Leishmania (Leishmania ) infantum chagasi in conditioned cell culture growth medium

Leishmanias can be produced by inoculation in conditioned McCoy cell culture growth medium (CGM). Leishmania (Leishmania) infantum chagasi (100 parasites) grown in NNN medium was inoculated in 2.5 mL CGM, kept in plates (24 wells) and its multiplication was observed for five days (120 hours). After day 5, the medium was saturated with the flagellate forms of the parasite (promastigotes). The reproduction of the leishmanias was observed every 24 hours and the number of parasites was calculated by counting the parasites in a drop of 10 µ L and photomicrographied. So the number of Leishmanias was adjusted to 1 mL volume. The advantage of the technique by isolation of Leishmania in CGM demonstrated in this study is its low cost and high efficacy even with a small quantity of parasites (10² promastigotes) used as inoculum. Additionally, isolation of the leishmania can be obtained together with an increase in their density (180 times) as observed by growth kinetics, within a shorter time. These results justify the use of this low-cost technique for the isolation and investigation of the behavior and multiplication of Leishmania both in vertebrates and invertebrates, besides offering means of obtaining antigens, whether whole antigens (leishmanias) or the soluble antigens produced by the parasites which may be useful for the production of new diagnostic kits.

Investigações hidrogeológicas da sondagem CC3 do aquífero termomineral de Chaves: implicações para o modelo conceptual

O presente estudo centra‐se na conceptualização de pormenor do modelo de circulação do aquífero termomineral de Chaves na sua zona de descarga no campo hidromineral e geotérmico de Chaves (Norte de Portugal). Para tal, utilizam‐se as informações resultantes da bibliografia disponível, da construção das captações de água termomineral AC1 e AC2, já existentes, e, principalmente, as informações obtidas a partir dos trabalhos de pesquisa, prospecção e construção da captação CC3, obra desenvolvida no ano de 2014 para reforço de caudal das Caldas de Chaves. Incidindo fundamentalmente na análise de perfis geofísicos, de parâmetros de perfuração, “cuttings” e diagrafias diferidas inerentes à sondagem de pesquisa CC3, e da sua posterior transformação em captação, integrando‐se posteriormente toda a informação daí resultante, o estudo culmina na apresentação de um modelo conceptual de pormenor para a circulação de águas tipo “Chaves” na zona de descarga que permite, com considerável robustez, à luz dos dados conhecidos à presente data, o melhor conhecimento do aquífero para futuros projectos de desenvolvimento dos recursos hidrominerais e geotérmicos de Chaves.

Stratigraphic interpretation of Well-Log data of the Athabasca Oil Sands of Alberta Canada through Pattern recognition and Artificial Intelligence

Dissertation submitted in partial fulfillment of the requirements for the Degree of Master of Science in Geospatial Technologies.

QUANTITATIVE VS. CONVENTIONAL PCR FOR DETECTION OF HUMAN ADENOVIRUSES IN WATER AND SEDIMENT SAMPLES

SUMMARY Human Adenoviruses (HAdV) are notably resistant in the environment. These agents may serve as effective indicators of fecal contamination, and may act as causative agents of a number of different diseases in human beings. Conventional polymerase chain reaction (PCR) and, more recently, quantitative PCR (qPCR) are widely used for detection of viral agents in environmental matrices. In the present study PCR and SYBR(r)Green qPCR assays were compared for detection of HAdV in water (55) and sediments (20) samples of spring and artesian wells, ponds and streams, collected from dairy farms. By the quantitative methodology HAdV were detected in 87.3% of the water samples and 80% of the sediments, while by the conventional PCR 47.3% and 35% were detected in water samples and sediments, respectively.

WATER FROM DIFFERENT SOURCES USED FOR THE IRRIGATION OF VEGETABLES TO BE MARKETED: RESEARCH ON Cryptosporidium spp., Giardia spp., AND COLIFORMS IN PARANA, BRAZIL

SUMMARY The aim of this work was to compare, from a parasitological ( Cryptosporidiumspp. and Giardia duodenalis), bacteriological (total and thermotolerants coliforms) and physicochemical perspective, water sources used for drinking and irrigation of vegetables intended to be sold for human consumption. From January 2010 to May 2011, samples of different water sources from vegetable producing properties were collected; 100 liters for parasitological analysis, 200 mL for bacteriological analysis, and five liters for physicochemical analysis. Water samples were filtered under vacuum with a kit containing a cellulose acetate membrane filter, 1.2 µm (Millipore(r), Barueri, SP, Brazil). The material retained on the membrane was mechanically extracted and analyzed by direct immunofluorescence (Merifluor(r)kit). From 20 rural properties investigated, 10 had artesian wells (40 samples), 10 had common wells (40 samples), and one had a mine (four samples), the latter contaminated by Cryptosporidiumspp. In samples from artesian wells, 90 to 130 meters depth, 42.5% were positive for total coliforms and 5.0% were identified to have abnormal coloration. From the samples of common wells, 14 to 37 meters depth, 87.5% were contaminated with total coliforms, 82.5% were positive for thermotolerant coliforms, and 12.5% had color abnormalities. We did not detect the presence of Giardiaspp. or Cryptosporidiumspp. in artesian and common wells. The use of artesian or common wells is an important step in the control of the spreading of zoonoses, particularly Cryptosporidiumspp. and Giardiaspp., as well as artesian wells for coliform control in local production of vegetables to be marketed.

Contribuição para a validação do código numérico OpenFOAM em escoamentos com superfície livre

Dissertação para obtenção do Grau de Mestre em Engenharia Mecânica

Two competitive enzyme immunoassays for the detection of IgG class antibodies to hepatitis a antigen

Two competitive enzyme immunoassays (EIA) techniques were developed: in the first (COMP-1), test sera were added together with HAV antigen on anti-HAV IgG-coated wells followed by an anti-HA VHRP conjugate; in the second (COMP-2), test sera and anti-HA VHRP conjugate competed for HAV epitopes previously adsorbed to anti-HA V IgG-coated wells. Both procedures used tetramethylbenzidine (TMB) as a substrate. Both competitive tests were shown to be reproducible and suitable for routine diagnosis and research purposes.

Caracterização da qualidade da energia entregue à rede por centrais de energia dos oceanos

Dissertação para obtenção do Grau de Mestre em Engenharia Electrotécnica e de Computadores

Correction of the anisotropy in resistivity: application to pore pressure prediction

Dissertação para obtenção do Grau de Mestre em Engenharia Geológica (Georrecursos)

Groundwater quality, vulnerability and potential assessment in Kobo Valley development project, Ethiopia

This study deals with investigating the groundwater quality for irrigation purpose, the vulnerability of the aquifer system to pollution and also the aquifer potential for sustainable water resources development in Kobo Valley development project. The groundwater quality is evaluated up on predicting the best possible distribution of hydrogeochemicals using geostatistical method and comparing them with the water quality guidelines given for the purpose of irrigation. The hydro geochemical parameters considered are SAR, EC, TDS, Cl-, Na+, Ca++, SO4 2- and HCO3 -. The spatial variability map reveals that these parameters falls under safe, moderate and severe or increasing problems. In order to present it clearly, the aggregated Water Quality Index (WQI) map is constructed using Weighted Arithmetic Mean method. It is found that Kobo-Gerbi sub basin is suffered from bad water quality for the irrigation purpose. Waja Golesha sub-basin has moderate and Hormat Golena is the better sub basin in terms of water quality. The groundwater vulnerability assessment of the study area is made using the GOD rating system. It is found that the whole area is experiencing moderate to high risk of vulnerability and it is a good warning for proper management of the resource. The high risks of vulnerability are noticed in Hormat Golena and Waja Golesha sub basins. The aquifer potential of the study area is obtained using weighted overlay analysis and 73.3% of the total area is a good site for future water well development. The rest 26.7% of the area is not considered as a good site for spotting groundwater wells. Most of this area fall under Kobo-Gerbi sub basin.

Localization in underground tunnels

Positioning technologies are becoming ubiquitous and are being used more and more frequently for supporting a large variety of applica- tions. For outdoor applications, global navigation satellite systems (GNSSs), such as the global positioning system (GPS), are the most common and popular choice because of their wide coverage. GPS is also augmented with network-based systems that exploit existing wireless and mobile networks for providing positioning functions where GPS is not available or to save energy in battery-powered devices. Indoors, GNSSs are not a viable solution, but many applications require very accurate, fast, and exible positioning, tracking, and navigation functions. These and other requirements have stim- ulated research activities, in both industry and academia, where a variety of fundamental principles, techniques, and sensors are being integrated to provide positioning functions to many applications. The large majority of positioning technologies is for indoor environments, and most of the existing commercial products have been developed for use in of ce buildings, airports, shopping malls, factory plants, and similar spaces. There are, however, other spaces where positioning, tracking, and navigation systems play a central role in safety and in rescue operations, as well as in supporting speci c activities or for scienti c research activities in other elds. Among those spaces are underground tunnels, mines, and even underwater wells and caves. This chapter describes the research efforts over the past few years that have been put into the development of positioning systems for underground tun- nels, with particular emphasis in the case of the Large Hadron Collider (LHC) at CERN (the European Organization for Nuclear Research), where localiza- tion aims at enabling more automatic and unmanned radiation surveys. Examples of positioning and localization systems that have been devel- oped in the past few years for underground facilities are presented in the fol- lowing section, together with a brief characterization of those spaces’ special conditions and the requirements of some of the most common applications. Section 5.2 provides a short overview of some of the most representative research efforts that are currently being carried out by many research teams around the world. In addition, some of the fundamental principles and tech- niques are identi ed, such as the use of leaky coaxial cables, as used at the LHC. In Section 5.3, we introduce the speci c environment of the LHC and de ne the positioning requirements for the envisaged application. This is followed by a detailed description of our approach and the results that have been achieved so far. Some last comments and remarks are presented in a nal section.

Metodologias para a qualificação de águas minerais naturais e águas de nascente

Dissertação de mestrado em Ordenamento e Valorização de Recursos Geológicos

An evaluation of septic tank effluent movement in soil and groundwater systems

Recent studies have shown that septic tank systems are a major source of groundwater pollution. Many public health workers feel that the most cri^cal aspect of the use of septic tanks as a means of sewage disposal is the contamination of private water wells with attendant human health hazards. In this study the movement and attenuation of septic tank effluents in a range of soil/overburden types and hydrogeological situations was investigated. The suitability of a number of chemical and biological tracer materials to monitor the movement of septic tank effluent constituents to groundwater sources was also examined. The investigation was divided into three separate but inteiTelated sections. In the first section of the study the movement of septic tank effluent from two soil treatment systems was investigated by direct measurements of soil nutrient concentrations and enteric bacterial numbers in the soil beneath and downgradient of the test systems. Two sites with different soil types and hydrogeological characteristics were used. The results indicated that the attenuation of the effluent in both of the treatment systems was incomplete. Migration of nitrate, ammonium, phosphate and fecal bacteria to a depth of 50 cm beneath the inverts of the distribution tiles was demonstrated on all sampling occasions. The lateral migration of the pollutants was less pronounced, although on occasions high nutrients levels and fecal bacterial numbers were detected at a lateral distance of 4.0 m downgradient of the test systems. There was evidence that the degree and extent of effluent migration was increased after periods of heavy or prolonged rainfall when the attenuating properties of the treatment systems were reduced as a result of saturation of the soil. The second part of the study examined the contamination of groundwaters downgradient of septic tank soil treatment systems. Three test sites were used in the investigation. The sites were chosen because of differences in the thicknesses and nature of the unsaturated zone available for effluent attenuation at each of the locations. A series of groundwater monitoring boreholes were installed downgradient of the test systems at each of the sites and these were sampled regularly to assess the efficiency of the overburden material in reducing the polluting potential of the wastewater. Effluent attenuation in the septic tank treatment systems was shown to be incomplete, resulting in chemical and microbiological contamination of the groundwaters downgradient of the systems. The nature and severity of groundwater contamination was dependent on the composition and thickness of the unsaturated zone and the extent of weathering in the underlying saturated bedrock. The movement of septic tank effluent through soil/overburdens to groundwater sources was investigated by adding a range of chemical and biological tracer materials to the three septic tank systems used in section two of the study. The results demonstrated that a single tracer type cannot be used to accurately monitor the movement of all effluent constituents through soils to groundwater. The combined use of lithium bromide and endospores of Bacillus globigii was found to give an accurate indication of the movement of both the chemical and biological effluent constituents.

Prevalência e preditores de embolia pulmonar em pacientes com insuficiência cardíaca agudamente descompensada

FUNDAMENTO: Não existe descrição da prevalência de Embolia Pulmonar (EP) em pacientes internados por quadro clássico de Insuficiência Cardíaca descompensada (IC). OBJETIVO: Em pacientes internados por IC, (1) descrever a prevalência de EP, e (2) avaliar a acurácia diagnóstica dos Escores de Wells e de Genebra. MÉTODOS: Pacientes internados primariamente por IC realizaram sistematicamente cintilografia pulmonar de ventilação/perfusão, sendo EP definida por laudo de alta probabilidade. Para fins de interpretação, definimos baixa probabilidade clínica de EP como prevalência < 5%, de acordo com dados da literatura. No cálculo do tamanho amostral, 49 pacientes seriam necessários para fornecer um intervalo de confiança 95% com ± 10% de precisão, estimando uma prevalência a priori de 15%. RESULTADOS: Em 51 pacientes estudados, seis apresentaram cintilografia de alta probabilidade, resultando em prevalência de 12% (95% IC = 5% - 23%). Os Escores de Wells e de Genebra apresentaram área abaixo da curva ROC de 0,53 (95% IC = 0,27 - 0,80; p = 0,80) e 0,43 (95% IC = 0,13 - 0,73; p = 0,56), respectivamente, indicando ausência de acurácia para o diagnóstico de EP. Alternativamente, variáveis relacionadas à IC mostraram tendência a associação com EP e um modelo exploratório formado por esse tipo de variável apresentou acurácia diagnóstica para EP (ROC = 0,81; 95% IC = 0,66 - 0,96; p = 0,01). CONCLUSÃO: (1) A despeito da ausência de suspeita primária, pacientes internados com IC possuem probabilidade clínica intermediária de EP concomitante; (2) Os escores usualmente utilizados para estimar a probabilidade clínica de EP não se aplicam à população com IC e futuros modelos preditores devem contemplar variáveis relacionadas a esta síndrome.