Tubos de concreto com adição de resíduos de borracha de pneu

Pós-graduação em Engenharia Civil - FEIS

Spatial memory in sedentary and trained diabetic rats: Molecular mechanisms

Fundação de Amparo à Pesquisa do Estado de São Paulo (FAPESP)

Concreto autoadensável utilizando cinza de casca de arroz: estudo das propriedades mecânicas

Pós-graduação em Engenharia Civil - FEIS

Clones de Eucalyptus sp. submetidos a estresse hídrico em dois tipos de solo

Pós-graduação em Agronomia (Irrigação e Drenagem) - FCA

Análise de parâmetros de qualidade da água para consumo humano

The Current work to assess the capacity of water potability samples for that, we used seven different brands of mineral water, bought locally, and also collected seven samples of public drinking fountains located in different places on campus headquarters of the State University of Maringá. The parameters analyzed were presence of fecal and total coliform, turbidity, color and compounds with UV-absorption at 254 nm. On the analysis of coliforms, two brands of mineral water and four samples of drinkers showed presence of total coliform, but no analysis indicated the presence of fecal coliforms. In the turbidity parameter, all samples were within the limits allowed by law, for both cases. No apparent color attribute, two samples of mineral water and a sample of drinking were outside the range required by law. Finally, the determination of UV showed the values of light absorption of each sample at a wavelength of 254nm, however, does not yet exist in Brazil a regulation on this parameter. With such analysis, it was possible to compare the results with current legislation. After these findings, it appears that more stringent hygienic practices should be adopted throughout the processing of mineral water as drinking in public. It is also necessary for greater oversight over the other parameters for determining the quality of water.

Estudo da influência da cinza de casca de arroz e da cal nas propriedades do solo-cimento auto-adensável

Pós-graduação em Engenharia Civil - FEIS

Development and pharmacokinetic characterization of pulmonal and intravenous delta-9-tetrahydrocannabinol (THC) in humans

The aim of the present study was to develop a physiologically compatible inhalation solution of delta-9-tetrahydrocannabinol (THC), and to compare the pharmacokinetic and analgesic properties of pulmonal THC versus pulmonal placebo and intravenous (iv) THC, respectively. Eight healthy volunteers were included in this randomized, double-blind, crossover study. The aqueous THC formulations were prepared by using a solubilization technique. iv THC (0.053 mg/kg body weight), pulmonal THC (0.053 mg/kg), or a placebo inhalation solution was administered as single dose. At defined time points, blood samples were collected, and somatic and psychotropic side effects as well as vital functions monitored. An ice water immersion test was performed to measure analgesia. Using a pressure-driven nebulizer, the pulmonal administration of the THC liquid aerosol resulted in high THC peak plasma levels within minutes. The bioavailability of the pulmonal THC was 28.7 +/- 8.2% (mean +/- SEM). The side effects observed after pulmonal THC were coughing and slight irritation of the upper respiratory tract, very mild psychotropic symptoms, and headache. The side effects after iv THC were much more prominent. Neither pulmonal nor iv THC significantly reduced experimentally induced pain.

Autosomal dominant neurohypophyseal diabetes insipidus in a Swiss family, caused by a novel mutation (C59Delta/A60W) in the neurophysin moiety of prepro-vasopressin-neurophysin II (AVP-NP II).

OBJECTIVE To study clinical, morphological and molecular characteristics in a Swiss family with autosomal dominant familial neurohypophyseal diabetes insipidus (adFNDI). PARTICIPANTS AND METHODS A 15-month-old girl presenting with symptoms of polydipsia and polyuria was investigated by water deprivation test. Evaluation of the family revealed three further family members with symptomatic vasopressin-deficient diabetes insipidus. T1-weighted magnetic resonance images of the posterior pituitary were taken in two affected adult family members and molecular genetic analysis was performed in all affected individuals. RESULTS The water deprivation test in the 15-month-old child confirmed the diagnosis of vasopressin-deficient diabetes insipidus and the pedigree was consistent with autosomal dominant inheritance. The characteristic bright spot of the normal vasopressin-containing neurophypophysis was absent in both adults with adFNDI. Direct sequence analysis revealed a new deletion (177-179DeltaCGC) in exon 2 of the AVP-NP II gene in all affected individuals. At the amino acid level, this deletion eliminates cysteine 59 (C59Delta) and substitutes alanine 60 by tryptophan (A60W) in the AVP-NP II precursor; interestingly, the remainder of the reading frame remains unchanged. According to the three-dimensional structure of neurophysin, C59 is involved in a disulphide bond with C65. CONCLUSIONS Deletion of C59 and substitution of A60W in the AVP-NP II precursor is predicted to disrupt one of the seven disulphide bridges required for correct folding of the neurophysin moiety and thus disturb the function of neurophysin as the vasopressin transport protein. These data are in line with the clinical and morphological findings in the reported family with adFNDI.

Diagnosis of diabetes insipidus observed in Swiss Duroc boars

Background Diabetes insipidus (DI) is a rare disease in humans and animals, which is caused by the lack of production, malfunction or dysfunction of the distal nephron to the antidiuretic effect of the antidiuretic hormone (ADH). Diagnosis requires a thorough medical history, clinical examination and further laboratory confirmation. This case report describes the appearance of DI in five Duroc boars in Switzerland. Case presentation Two purebred intact Duroc boars at the age of 8 months and 1.5 years, respectively, with a history of polyuric and polydipsic symptoms had been referred to the Swine Clinic in Berne. Based on the case history, the results of clinical examination and the analysis of blood and urine, a tentative diagnosis of DI was concluded. Finally, the diagnosis was confirmed by findings from a modified water deprivation test, macroscopic examinations and histopathology. Following the diagnosis, three genes known to be involved in inherited DI in humans were analyzed in order to explore a possible genetic background of the affected boars. Conclusion The etiology of DI in pigs is supposed to be the same as in humans, although this disease has never been described in pigs before. Thus, although occurring only on rare occasions, DI should be considered as a differential diagnosis in pigs with polyuria and polydipsia. It seems that a modified water deprivation test may be a helpful tool for confirming a diagnosis in pigs. Since hereditary forms of DI have been described in humans, the occurrence of DI in pigs should be considered in breeding programs although we were not able to identify a disease associated mutation.

Diagnostic Accuracy of Copeptin in the Differential Diagnosis of the Polyuria-polydipsia Syndrome: A Prospective Multicenter Study

CONTEXT The polyuria-polydipsia syndrome comprises primary polydipsia (PP) and central and nephrogenic diabetes insipidus (DI). Correctly discriminating these entities is mandatory, given that inadequate treatment causes serious complications. The diagnostic "gold standard" is the water deprivation test with assessment of arginine vasopressin (AVP) activity. However, test interpretation and AVP measurement are challenging. OBJECTIVE The objective was to evaluate the accuracy of copeptin, a stable peptide stoichiometrically cosecreted with AVP, in the differential diagnosis of polyuria-polydipsia syndrome. DESIGN, SETTING, AND PATIENTS This was a prospective multicenter observational cohort study from four Swiss or German tertiary referral centers of adults >18 years old with the history of polyuria and polydipsia. MEASUREMENTS A standardized combined water deprivation/3% saline infusion test was performed and terminated when serum sodium exceeded 147 mmol/L. Circulating copeptin and AVP levels were measured regularly throughout the test. Final diagnosis was based on the water deprivation/saline infusion test results, clinical information, and the treatment response. RESULTS Fifty-five patients were enrolled (11 with complete central DI, 16 with partial central DI, 18 with PP, and 10 with nephrogenic DI). Without prior thirsting, a single baseline copeptin level >21.4 pmol/L differentiated nephrogenic DI from other etiologies with a 100% sensitivity and specificity, rendering a water deprivation testing unnecessary in such cases. A stimulated copeptin >4.9 pmol/L (at sodium levels >147 mmol/L) differentiated between patients with PP and patients with partial central DI with a 94.0% specificity and a 94.4% sensitivity. A stimulated AVP >1.8 pg/mL differentiated between the same categories with a 93.0% specificity and a 83.0% sensitivity. LIMITATION This study was limited by incorporation bias from including AVP levels as a diagnostic criterion. CONCLUSION Copeptin is a promising new tool in the differential diagnosis of the polyuria-polydipsia syndrome, and a valid surrogate marker for AVP. Primary Funding Sources: Swiss National Science Foundation, University of Basel.

Corrosión de armaduras en el hormigón armado en ambiente marino aéreo

La presente tesis doctoral surge ante la necesidad de completar el estudio sobre la corrosión en el hormigón armado expuesto al ambiente marino iniciado por D. Miguel Ángel Bermúdez Odriozola en 2007 con la tesis doctoral con título “Corrosión de las armaduras del hormigón armado en ambiente marino: zona de carrera de mareas y zona sumergida”. Una vez realizado el estudio bibliográfico, se ha planteado un estudio experimental en el que se analizan cuatro muelles de distintas edades y localizados en distintos lugares de la geografía española. Uno de ellos contiene adiciones en el hormigón. Una vez inspeccionados, se extraen testigos de cada uno de ellos con el fin de realizar ensayos de caracterización y se analizan sus resultados en paralelo con los coeficientes de difusión. Uno se los objetivos ha sido comprobar el mejor método de ensayo que permita controlar la durabilidad del hormigón en ambiente IIIa. La tesis que se presenta ha demostrado la efectividad del ensayo de penetración de agua para discriminar los hormigones que presentarán un buen comportamiento frente a la difusión de cloruros y por tanto para predecir la vida útil de la estructura. Asimismo, otro objetivo ha sido valorar el uso de adiciones en el hormigón y cómo afectan a la mejora del comportamiento del hormigón expuesto al ambiente marino. Se han obtenido valores del coeficiente de eficacia de cenizas volantes y humo de sílice frente a la difusión de cloruros, muy superiores a los actualmente considerados en términos de resistencia. El ambiente marino aéreo engloba estructuras situadas en primera línea de costa así como aquellas que se sitúan hasta 5km de distancia de la línea del mar. La investigación realizada ha demostrado la necesidad de establecer una nueva subdivisión en este ambiente introduciendo la zona Spray, siguiendo criterios internacionales, que permita diferenciar la zona más desfavorable del mismo que comprende las estructuras ubicadas sobre el nivel del mar tal como los tableros de pantalanes portuarios estudiados. Se han analizado en profundidad los valores del contenido de cloruros en superficie de hormigón en los diferentes tipos de ambiente marino recogidos por la Instrucción EHE- 08 contrastando los requisitos normativos. Como conclusión se han hecho nuevas propuestas normativas que afectan al ambiente sumergido y al ambiente marino aéreo (zona spray). Asimismo se ha realizado un análisis en profundidad de la concentración crítica de cloruros recogida por la Instrucción EHE-08, a partir de los datos obtenidos en estructuras reales. Se ha evaluado el ensayo de resistividad para estimar el valor del coeficiente de difusión de cloruros. Este ensayo ha demostrado su efectividad para discriminar hormigones con adiciones y con muy baja penetración de agua, si bien no resulta sensible para detectar hormigones con elevada permeabilidad. Finalmente en la tesis se ha obtenido un modelo de difusión de cloruros (a/c-D) en ambiente marino aéreo a fin de poder estimar la difusión de cloruros en el hormigón a partir de un requisito normativo como es la relación a/c. This Thesis is focussed to complete the previous study on the corrosion of reinforced concrete exposed to marine environment, carried out by Dr. Miguel Ángel Bermúdez Odrizola in 2007. That Thesis title was “Corrosion of concrete reinforcement located in marine environment: tidal zone and submerged zone”. After the literature review presented in the State of the Art, an experimental programme was carried out. Four docks of different ages and locations have been studied, one of them was a fly ash concrete. The structures were inspected on site and several cores extracted in order to develop characterization tests and obtain diffusion profiles at the laboratory. One of the objectives has been to check the best laboratory test method to control concrete durability when exposed to atmospheric marine environment. This Thesis has proven the effectiveness of the water penetration test to differentiate concretes well behaved against chloride diffusion and also to predict the structure service life. Another objective has been to study the effect of mineral additions in concrete and how they improve the durability of concrete in this environment. Efficiency factors have been obtained for fly ashes and silica fume, much higher than those consider for strength. According to the Spanish Concrete Code EHE 08, the atmospheric marine environment includes structures located at the cost, from the sea line up to 5km inland. The research conducted has shown the need to consider a spray zone which is the most unfavourable area of the atmospheric environment, affecting structures over the sea level as the decks of the wharves here studied. Surface chloride contents of structures in the different marine environments have been deeply analysed, checking the actual standard limits. As a conclusion, new normative values have been proposed for submerged and atmospheric zone (spray zone). A complete analysis of the chloride threshold concentration from the data obtained in real structures has also been performed. It has been evaluated the resistivity test as a tool to estimate the chloride diffusion coefficient. This test has proven effectiveness to discriminate concrete with mineral additions and low water penetration values, while it is not sensitive to detect concretes with high permeability. Finally, a chloride diffusion model (w/c) has been obtained in atmospheric marine environment in order to estimate the chloride diffusion of the concrete knowing a normative requirement as w/c.

Análise de incerteza de um sistema automatizado para ensaios de aspersores de irrigação

Ensaios de distribuição de água de aspersores são convencionalmente realizados manualmente, requerendo tempo e mão de obra treinada. A automação desses ensaios proporciona redução da demanda por esses recursos e apresenta potencial para minimizar falhas e/ou desvios de procedimento. Atualmente, laboratórios de ensaio e calibração acreditados junto a organismos legais devem apresentar em seus relatórios a incerteza de medição de seus instrumentos e sistemas de medição. Além disso, normas de ensaio e calibração apresentam especificação de incerteza aceitável, como a norma de ensaios de distribuição de água por aspersores, ISO 15886-3 (2012), a qual exige uma incerteza expandida de até 3% em 80% dos coletores. Os objetivos deste trabalho foram desenvolver um sistema automatizado para os ensaios de aspersores em laboratório e realizar a análise de incerteza de medição, para sua quantificação nos resultados de ensaio e para dar suporte ao dimensionamento dos tubos de coleta. O sistema automático foi constituído por um subsistema de gerenciamento, por meio de um aplicativo supervisório, um de pressurização e um de coleta, por meio de módulos eletrônicos microprocessados desenvolvidos. De acordo com instruções do sistema de gerenciamento o sistema de pressurização ajustava a pressão no aspersor por meio do controle da rotação da motobomba, e o sistema de coleta realizava a medição da intensidade de precipitação de água ao longo do raio de alcance do aspersor. A água captada por cada coletor drenava para um tubo de coleta, que estava conectado a uma das válvulas solenoides de um conjunto, onde havia um transmissor de pressão. Cada válvula era acionada individualmente numa sequência para a medição do nível de água em cada tubo de coleta, por meio do transmissor. Por meio das análises realizadas, as menores incertezas foram obtidas para os menores diâmetros de tubo de coleta, sendo que se deve utilizar o menor diâmetro possível. Quanto ao tempo de coleta, houve redução da incerteza de medição ao se aumentar a duração, devendo haver um tempo mínimo para se atingir a incerteza-alvo. Apesar de cada intensidade requer um tempo mínimo para garantir a incerteza, a diferença mínima de nível a ser medida foi a mesma. Portanto, para os ensaios visando atender a incerteza, realizou-se o monitoramento da diferença de nível nos tubos, ou diferença de nível, facilitando a realização do ensaio. Outra condição de ensaio considerou um tempo de coleta para 30 voltas do aspersor, também exigido pela norma ISO 15886-3 (2012). A terceira condição considerou 1 h de coleta, como tradicionalmente realizado. As curvas de distribuição de água obtidas por meio do sistema desenvolvido foram semelhantes às obtidas em ensaios convencionais, para as três situações avaliadas. Para tempos de coleta de 1 h ou 30 voltas do aspersor o sistema automático requereu menos tempo total de ensaio que o ensaio convencional. Entretanto, o sistema desenvolvido demandou mais tempo para atingir a incerteza-alvo, o que é uma limitação, mesmo sendo automatizado. De qualquer forma, o sistema necessitava apenas que um técnico informasse os parâmetros de ensaio e o acionasse, possibilitando que o mesmo alocasse seu tempo em outras atividades.

Development of a Mechanism and Process to Continuously Produce Spherical, Torrefied Biomass

Thesis (Master, Mechanical and Materials Engineering) -- Queen's University, 2016-06-17 02:15:25.215

Packed column air stripping.

Mode of access: Internet.