77 resultados para Thermometers.


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This study evaluated the Influence of the coloring agent concentration on the temperature of the gel layer and pulp chamber during dental bleaching with an LED/laser light source. Ten human incisors and a digital thermometer with K-type thermocouples were used. Using a high-speed spherical diamond bur, endodontic access was gained through openings on the lingual faces until pulp chamber was exposed. One end of the thermocouple was placed on the labial surface (immersed in bleaching gel) and the other end in the pulp chamber. The same 10 specimens were used in the 12 groups, according to the type and concentration of bleaching gel. Each bleaching gel was used in four different concentrations: manipulated without coloring, with normal quantity recommended by the manufacturer, with double the recommended amount of coloring, and with triple the recommended amount of coloring. The temperature rise was measured every 30 seconds for three minutes with a K-type thermocouple. The data were analyzed by ANOVA to examine the concentration and type of bleaching gel. This test was followed by Tukey's test, which was performed Independently for the gel at the labial surface and the pulp chamber (a = 5%). For both surfaces, values of p = 0.00 were obtained for all factors and for the Interaction between them. The varying concentrations of coloring agent produced statistically significant differences in terms of temperature increase for both the gel layer and the pulp chamber during activation.

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Pós-graduação em Geografia - FCT

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Um estudo detalhado de geotermia rasa foi realizado no intervalo de profundidade de 0,02 a 210,0 m, na região metropolitana de Belém. As medidas de temperatura foram efetuadas com o uso de termômetros de mercúrio e termistor, enquanto as medidas de condutividade térmica foram feitas em testemunhos de sondagem, utilizando-se o aparato tipo agulha. O fluxo de radiação solar incidente foi registrado com um actinógrafo do tipo Robitzech. O gradiente geotérmico médio obtido na região metropolitana de Belém foi de 0,0254 ± 0,0007 °C.m-1. O valor médio de condutividade térmica dos testemunhos de sondagem coletados nesta região foi de 1,66 ± 0,52 W.m-1.°C-1. Por sua vez, o fluxo geotermal médio na região estudada é de 42,16 ± 1,14 mW.m-2. A 1,0 m de profundidade ocorrem mudanças temporais nos valores de temperatura, as quais não podem ser consideradas como desprezíveis. Estas, mudanças estão diretamente relacionadas com as variações do fluxo de radiação solar incidente na superfície. O maior incremento deste fluxo, observado de um dia para o outro, foi de cerca de 30 W.m-2, o que correspondeu a um aumento de temperatura a 1,0 m de profundidade da ordem de 0,22° C. Os perfis de temperatura obtidos durante este trabalho apresentaram deriva em sentidos alternados, durante o ciclo de período de um ano. Os perfis geotérmicos rasos são caracterizados por uma zona de fluxo de calor nulo, denominada "cotovelo", a partir da qual os valores de temperatura crescem com o aumento da profundidade. A profundidade do cotovelo é fundamentalmente influenciada pelo fluxo de calor gerado pela radiação solar incidente na superfície da área em estudo. Elaborou-se um modelo de evolução temporal o qual representa a estrutura térmica e suas variações, da zona compreendida de 0,02 a 10,0 m de profundidade. Os resultados oriundos deste modelo de transferência de calor por condução foram comparados com os obtidos em trabalhos de campo. Observa-se uma boa concordância entre esses resultados. Porém, o ajuste numérico é mais evidente para o período de setembro a fevereiro. Este modelamento poderá ser utilizado também para previsões de deriva dos perfis geotérmicos, desde que sejam conhecidos, a priori, os valores correspondentes às temperaturas médias mensais na superfície, o gradiente geotérmico regional e um dado perfil geotérmico. Este trabalho comprova que o fluxo de radiação solar incidente na superfície é a principal fonte de influência sobre os perfis geotérmicos rasos. A profundidade máxima dessa influência depende principalmente da magnitude desse fluxo, do grau de proteção superficial à incidência direta da radiação e da litologia do local em estudo.

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This study focuses on metasedimentary rocks from the Passos Nappe in São Sebastião do Paraíso, southern Minas Gerais, Brazil. These rocks belong to the Internal Domain (Araxa Group) of the Southern Brasilia Belt, a Neproterozoic orogenic belt associated to the formation of the Gondwana Supercontinent. Rocks from the studied area are characterized by an inverted metamorphic gradient. Previously calculated metamorphic conditions show an increasing from geenschist facies at the base (450°C, 6 kbar), to upper amphibolite facies (750°C, 11 Kbar) at the top of the sequence. However, most of these estimates are based on Fe-Mg exchange thermometers and peak temperatures may be underestimated due to Fe-Mg exchange from cooling after peak metamorphism. In this study, we present new PT results for these rocks, based on metamorphic mineral assemblage LA-ICP-MS analyses. In the studied area, rocks from the top of the sequence have a typical granulite facies mineral assemblage: Grt+Ky+Kfs+/-Pl+liq. These rocks lack muscovite and have only minor amounts of Ti-rich, dark brown biotite. In a simplified NaKFMASH system the stability field for this mineral assemblage is bounded by the reactions Sil = Ky on the low pressure side, Ms+Ab = Ky+Kfs+liq on the low temperature side and for high-Mg bulk compositions Bt + Grt = Opx + Ky + liq on the high-temperature side. Minimum temperatures (considering post-peak reequilibration) of ca. 750°C are obtained by Fe/(Fe+Mg) values of 0.7 in garnets from a Grt+Ky+Kfs bearing sample. LA-ICP-MS results obtained for three samples show that rutiles included in garnets have up to 1847 ppm of Zr, which would translate into temperatures up to 830°C for a pressure between 12 to 15 kbar. Also for retroeclogite sample, the results indicate the contents of Zr in the garnet 537 ppm at a temperature of 708 ° C. It is noteworthy that several occurrences of retroeclogites occur in the upper part of the sequence and pressures...

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Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES)

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The aim of this work is to investigate the evaporation dynamics of water microdrops deposited on atomic force microscope cantilevers, which were employed as sensitive stress, mass and temperature sensors with high time resolution. The technique has some advantages with respect to video-microscope imaging and ultra-precision weighting with electronic microbalances or quartz crystal microbalances, since it allows to measure more drop parameters simultaneously for smaller drop sizes. On hydrophobic surfaces a single measurement with a silicon cantilever provides data for the drop mass, contact angle and radius until very close to complete evaporation. On hydrophilic surfaces, it is as well possible to measure drop mass and inclination of the cantilever. The technique further allows to detect differences between water microdrops evaporating from clean hydrophilic and hydrophobic surfaces. On hydrophilic surfaces the cantilever inclination is negative at the end of the evaporation process. Negative inclination mostly occurs when drops are pinned. This effect can not be detected with any of the other well-established methods. The evidence arises that on the hydrophilic surface a thin water film forms, while this is not the case for the hydrophobic surface. Metal coated cantilevers can be used as thermometers, and allow to precisely measure the temperature of an evaporating microdrop. This can be relevant for further applications of cantilevers as calorimetric sensors for chemical reactions taking place in drops on their surface. The applicability of Young’s equation was verified for microdrops. It was shown that Young’s equation can not be applied to microscopic drops due to their fast evaporation. A study on evaporation of microdrops in saturated vapor atmosphere was performed to estimate evaporation times and compare them with a theory developed, which relates the initial drop volume with the overall evaporation time.

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Thermal analysis VIPS used to construct cooling and heating curves from which the phase diagram was determined. The data for the entire set of cooling curves were obtained by the use of mercury thermo­meters.

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A limiting factor in the accuracy and precision of U/Pb zircon dates is accurate correction for initial disequilibrium in the 238U and 235U decay chains. The longest-lived-and therefore most abundant-intermediate daughter product in the 235U isotopic decay chain is 231Pa (T1/2 = 32.71 ka), and the partitioning behavior of Pa in zircon is not well constrained. Here we report high-precision thermal ionization mass spectrometry (TIMS) U-Pb zircon data from two samples from Ocean Drilling Program (ODP) Hole 735B, which show evidence for incorporation of excess 231Pa during zircon crystallization. The most precise analyses from the two samples have consistent Th-corrected 206Pb/238U dates with weighted means of 11.9325 ± 0.0039 Ma (n = 9) and 11.920 ± 0.011 Ma (n = 4), but distinctly older 207Pb/235U dates that vary from 12.330 ± 0.048 Ma to 12.140 ± 0.044 Ma and 12.03 ± 0.24 to 12.40 ± 0.27 Ma, respectively. If the excess 207Pb is due to variable initial excess 231Pa, calculated initial (231Pa)/(235U) activity ratios for the two samples range from 5.6 ± 1.0 to 9.6 ± 1.1 and 3.5 ± 5.2 to 11.4 ± 5.8. The data from the more precisely dated sample yields estimated DPazircon/DUzircon from 2.2-3.8 and 5.6-9.6, assuming (231Pa)/(235U) of the melt equal to the global average of recently erupted mid-ocean ridge basaltic glasses or secular equilibrium, respectively. High precision ID-TIMS analyses from nine additional samples from Hole 735B and nearby Hole 1105A suggest similar partitioning. The lower range of DPazircon/DUzircon is consistent with ion microprobe measurements of 231Pa in zircons from Holocene and Pleistocene rhyolitic eruptions (Schmitt (2007; doi:10.2138/am.2007.2449) and Schmitt (2011; doi:10.1146/annurev-earth-040610-133330)). The data suggest that 231Pa is preferentially incorporated during zircon crystallization over a range of magmatic compositions, and excess initial 231Pa may be more common in zircons than acknowledged. The degree of initial disequilibrium in the 235U decay chain suggested by the data from this study, and other recent high precision datasets, leads to resolvable discordance in high precision dates of Cenozoic to Mesozoic zircons. Minor discordance in zircons of this age may therefore reflect initial excess 231Pa and does not require either inheritance or Pb loss.

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The following tables show physical and chemical data observed by the "Meteor" in the Persian Gulf and the Strait of Hormus. This study was performed in accordance with the general programme of the International Indian Ocean Expedition (IIOE) during the oeriod from March 25th until April 16th, 1965. The water temperature was measured by reversing thermometers; in most cases two instruments were used simultaneously. The absolute mean temperature difference of this double measurement is 0.0153 °C. The salinity was determined both by salinometer and by titration. In this case of the density, the specific volume anomaly, the dynamic depth anomaly, the sound velocity and the interpolation for standard depths were carried out by the National Oceanographic Data Center (NODC), Washington.

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This data publication is the electronic version of hydrographical and fluorometric data which were taken during the Antarctic cruise ANT I No. 56 of 'Meteor' from November 13th to December 18th 1980. The data were measured by means of the Optik Sonde (OS) of the SFB95. The data set contains the temperature and salinity profiles, the profiles of attenuation (extinction) coefficient at 670 nm wavelength and the fluorescence of chlorophyll expressed as chlorophyll a concentration values.

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The NA64-Mesozooplankton dataset contains biogeochemistry and mesozooplankton data collected in a series of 9 cruises in the Northern Adriatic completed from January 1965 to September 1965 monthly, and December 1965. Biogeochemistry sampling was undertaken using 5L Nansen bottles fired at 0m, 5m, 10m, 20m, 30m and/or bottom depths. The dataset includes 709 samples analysed for nitrate, phosphate, temperature, salinity and density. Mesozooplankton sampling was undertaken at the same locations as for biogeochemistry, using two different net (Hensen non-closing and Appstein closing net). The dataset includes 146 samples analysed for mesozooplankton composition (at higher taxonomic level), abundance and volume settlement. Temperature was measured with a standard oceanographic thermometers. Salinity was determined by titration after Mohr-Knudsen using standardised water I.C.E.S. Copenhagen with 0,01 permil accuracy. Density was calculated using the following equation Sigma-t = T - (sigma 0 + 0,1324) 1 - At + Bt (sigma 0 - 0,1324). Phosphate samples for the determination of nutrients were collected in 500 ml and filtrated through 0,3 µm membrane filter. 3ml of cloroform was added to stabilize the samples. They were analysed after few days in the laboratory on land. Nitrate samples for the determination of nutrients were collected in 500 ml and filtrated through 0,3 µm membrane filter. 3ml of cloroform was added to stabilize the samples. They were analysed after few days in the laboratory on land.

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Paleotemperature estimates based on coral Sr/Ca have not been widely accepted because the reconstructed glacial-Holocene shift in tropical sea-surface temperature (~4-6°C) is larger than that indicated by foraminiferal Mg/Ca (~2-4°C). We show that corals over-estimate changes in sea-surface temperature (SST) because their records are attenuated during skeletogenesis within the living tissue layer. To quantify this process, we microprofiled skeletal mass accumulation within the tissue layer of Porites from Australasian coral reefs and laboratory culturing experiments. The results show that the sensitivity of the Sr/Ca and d18O thermometers in Porites will be suppressed, variable, and dependent on the relationship between skeletal growth rate and mass accumulation within the tissue layer. Our findings help explain why d18O-SST sensitivities for Porites range from -0.08 per mil/°C to -0.22 per mil/°C and are always less than the value of -0.23 per mil/°C established for biogenic aragonite. Based on this observation, we recalibrated the coral Sr/Ca thermometer to determine a revised sensitivity of -0.084 mmol/mol/°C. After rescaling, most of the published Sr/Ca-SST estimates for the Indo-Pacific region for the last ~14,000 years (-7°C to +2°C relative to modern) fall within the 95% confidence envelope of the foraminiferal Mg/Ca-SST records. We conclude that two types of calibration scales are required for coral paleothermometry; an attenuated Porites-specific thermometer sensitivity for studies of seasonal to interannual change in SST and, importantly, the rescaled -0.084 mmol/mol/°C Sr/Ca sensitivity for studies of 20th-century trends and millennial-scale changes in mean SST. The calibration-scaling concept will apply to the development of transfer functions for all geochemical tracers in corals.

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Las cargas de origen térmico causadas por las acciones medioambientales generan esfuerzos apreciables en estructuras hiperestáticas masivas, como es el caso de las presas bóvedas. Ciertas investigaciones apuntan que la variación de la temperatura ambiental es la segunda causa de reparaciones en las presas del hormigón en servicio. Del mismo modo, es una causa de fisuración en un porcentaje apreciable de casos. Las presas son infraestructuras singulares por sus dimensiones, su vida útil, su impacto sobre el territorio y por el riesgo que implica su presencia. La evaluación de ese riesgo requiere, entre otras herramientas, de modelos matemáticos de predicción del comportamiento. Los modelos han de reproducir la realidad del modo más fidedigno posible. Además, en un escenario de posible cambio climático en el que se prevé un aumento de las temperaturas medias, la sociedad ha de conocer cuál será el comportamiento estructural de las infraestructuras sensibles en los futuros escenarios climáticos. No obstante, existen escasos estudios enfocados a determinar el campo de temperaturas de las presas de hormigón. Así, en esta investigación se han mejorado los modelos de cálculo térmico existentes con la incorporación de nuevos fenómenos físicos de transferencia de calor entre la estructura y el medio ambiente que la rodea. También se han propuesto nuevas metodologías más eficientes para cuantificar otros mecanismos de transferencia de calor. La nueva metodología se ha aplicado a un caso de estudio donde se disponía de un amplio registro de temperaturas de su hormigón. Se ha comprobado la calidad de las predicciones realizadas por los diversos modelos térmicos en el caso piloto. También se han comparado los resultados de los diversos modelos entre sí. Finalmente, se ha determinado las consecuencias de las predicciones de las temperaturas por algunos de los modelos térmicos sobre la respuesta estructural del caso de estudio. Los modelos térmicos se han empleado para caracterizar térmicamente las presas bóveda. Se ha estudiado el efecto de ciertas variables atmosféricas y determinados aspectos geométricos de las presas sobre su respuesta térmica. También se ha propuesto una metodología para evaluar la respuesta térmica y estructural de las infraestructuras frente a los posibles cambios meteorológicos inducidos por el cambio climático. La metodología se ha aplicado a un caso de estudio, una presa bóveda, y se ha obtenido su futura respuesta térmica y estructural frente a diversos escenarios climáticos. Frente a este posible cambio de las variables meteorológicas, se han detallado diversas medidas de adaptación y se ha propuesto una modificación de la normativa española de proyecto de presas en el punto acerca del cálculo de la distribución de temperaturas de diseño. Finalmente, se han extraído una serie de conclusiones y se han sugerido posibles futuras líneas de investigación para ampliar el conocimiento del fenómeno de la distribución de temperaturas en el interior de las presas y las consecuencias sobre su respuesta estructural. También se han propuesto futuras investigaciones para desarrollar nuevos procedimiento para definir las cargas térmicas de diseño, así como posibles medidas de adaptación frente al cambio climático. Thermal loads produced by external temperature variations may cause stresses in massive hyperstatic structures, such as arch dams. External temperature changes are pointed out as the second most major repairs in dams during operation. Moreover, cracking is caused by thermal loads in a quite number of cases. Dams are unique infrastructures given their dimensions, lifetime, spatial impacts and the risks involve by their presence. The risks are assessed by means of mathematical models which compute the behavior of the structure. The behavior has to be reproduced as reliable as possible. Moreover, since mean temperature on Earth is expected to increase, society has to know the structural behavior of sensitive structures to climate change. However, few studies have addressed the assessment of the thermal field in concrete dams. Thermal models are improved in this research. New heat transfer phenomena have been accounted for. Moreover, new and more efficient methodologies for computing other heat transfer phenomena have been proposed. The methodology has been applied to a case study where observations from thermometers embedded in the concrete were available. Recorded data were predicted by several thermal models and the quality of the predictions was assessed. Furthermore, predictions were compared between them. Finally, the consequences on the stress calculations were analyzed. Thermal models have been used to characterize arch dams from a thermal point of view. The effect of some meteorological and geometrical variables on the thermal response of the dam has been analyzed. Moreover, a methodology for assessing the impacts of global warming on the thermal and structural behavior of infrastructures has been proposed. The methodology was applied to a case study, an arch dam, and its thermal and structural response to several future climatic scenarios was computed. In addition, several adaptation strategies has been outlined and a new formulation for computing design thermal loads in concrete dams has been proposed. Finally, some conclusions have been reported and some future research works have been outlined. Future research works will increase the knowledge of the concrete thermal field and its consequences on the structural response of the infrastructures. Moreover, research works will develope a new procedure for computing the design thermal loads and will study some adaptation strategies against the climate change.

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Dentro del equipamiento que existen en los hospitales, se realizan muy diversas actuaciones para el correcto funcionamiento de los equipos que se destinan, tanto a medir sobre el paciente o para tratamiento sobre estos mismos, el abanico de equipos que existen es muy grande, sin contar con los que directamente se instalan o, más correctamente, se implantan en el paciente. Los hospitales tienen establecidas pautas de mantenimiento tanto correctivo como preventivo, también de verificación relativa a seguridad y, en algunos casos, acciones que van destinadas a comprobar las magnitudes en los equipos. Esto último no es lo normal, de hecho, en muchos casos, la mayoría, se desconoce cómo poder comprobar que las magnitudes de un equipo se pueden trazar a un patrón de medida nacional. La investigación se ha desarrollado para determinar, siendo algo que esta patente hasta en la normalización ISO, que no existen para muchos equipos principios establecidos para garantizar la trazabilidad metrológica da las magnitudes físicas en las que trabaja durante su vida útil. Debido a la amplitud de este campo, el desarrollo de investigación se ha llevado en un formato piramidal, desde las necesidades para poder llegar a un estudio concreto de equipos concretos (Termómetros Clínicos, Tensiómetros, Ultrasonidos y Onda Corta). Para llegar a estos se ha realizado un estudio de cómo se encuentra la trazabilidad metrológica en todo el espectro, desde la gestión hasta llegar a casos particulares. Estudiando la gran cantidad de documentación existente y llegando a determinar el campo de trabajo en la metrología hospitalaria, clasificando los equipos y determinando como se encuentran definidos los métodos que llevan a realidad la trazabilidad metrológica, en la normalización. Un grupo no muy trabajado de los equipos electromédicos son los que se encuentran dentro de los tratamientos de Rehabilitación de traumatología, siendo equipos de uso muy habitual en los centros de salud para las lesiones musculares y óseas. A este asunto se ha dedicado un esfuerzo extra, con un reporte histórico de su origen y en qué punto se encuentran ahora. Se han estudiado dentro de estos equipos los de tratamiento de ultrasonidos, de diatermia y onda corta, que son los más representativos de los equipos destinados a electro terapia, pero hay que tener en cuenta que hay campos que se han mencionado globalmente de la rehabilitación, como son la terapia o la biomecánica, de forma similar a otras tecnologías sanitarias de otras especialidades (radiología o análisis clínico). Hay, también, dentro de la terapia, todos esos tratamientos propios de gimnasio, como son poleas, pesas, mesas de masajes, balones, etc… Que su metrología es sencilla, son equipos que existen medios de comprobación de las magnitudes que utilizan por la existencia en otras actividades de la industria (balanzas, pesas, etc). La investigación realizada ha pretendido evaluar todo el global y llegar a casos concretos para determinar cómo está la situación. Llegando a desarrollar una clasificación de equipos y de normas, que permiten vislumbrar las necesidades metrológicas y permitiría establecer una Gestión de la Trazabilidad Metrológica, concluyendo en el estudio para los equipos que se han mencionado. ABSTRACT Within the equipment that exist in the hospitals, there are very diverse performances for the correct operation of the equipment that is intended both to measure on the patient or for treatment on these same, the range of equipment available is very large, without which directly are installed or, more correctly, are implanted in the patient. The hospitals have established patterns of maintenance both corrective and preventive, also of verification of security and, in some cases, actions which are intended to check the magnitudes in the equipment. This last is not normal, in fact, in many cases, the majority, it is not known as to be able to check that the magnitudes of a computer can be traced to a pattern of national measure. The research has been developed to determine, is something that this patent up to the International Organization for Standardization (ISO), that do not exist for many teams established principles to ensure the metrological traceability gives the physical quantities in which they work during its useful life. Due to the breadth of this field, the development of research has been conducted in a pyramid format, from the needs to be able to reach a specific study of specific equipment (Clinical Thermometers, Tensiometers, Ultrasound, and Short Wave). To reach theme, has been carried out a study of how is the metrological traceability across the entire spectrum, from the management to individuals cases. Considering the large amount of existing documentation and arriving to determine the labor camp in the metrology hospital, sorting equipment and determining how are defined the methods that lead to reality the metrological traceability, in the standardization. A group not too worked for medical electrical equipment are found within the rehabilitation treatment of traumatology, being equipment of very common use in the health centers for muscle injuries and bone. In this matter has been dedicated an extra effort, with a report history of its origin and where they are now. We have studied within these teams about the treatment of ultrasound, diathermy, short wave, which are the most representative of the equipment that is destined to electro therapy, but it must be borne in mind that there are fields that have been mentioned globally of rehabilitation, as are the therapy or the biomechanics, similar to other health technologies from other specialties (radiology or clinical analysis). There is, also, within the therapy, all these treatments own gym, such as pulleys, weights, tables of massages, balls, etc… that its metrology is simple, are computers that there are means of verification of the magnitudes that used by the existence in other activities of the industry (scales, weights, etc). The research carried out has tried to assess the entire global and reach specific cases to determine the situation as it is. Arriving in the development of a classification of equipment and standards, which give us a glimpse of the metrological needs and establish a Management of the Metrological Traceability, concluding in the study for computers that have been mentioned.