Eficiência de volumes e pontas de pulverização centrífuga e hidráulica na distribuição e deposição da calda no controle da ferrugem asiática da soja

Pós-graduação em Agronomia (Produção Vegetal) - FCAV

Mapeamento da condutividade hidráulica da cobertura do aquífero Guarani, situado na bacia hidrográfica dos rios Jacaré-Guaçú e Jacaré-Pepira, na porção centro-norte do estado de São Paulo

Given the importance of preserving the water quality of the Guarani Aquifer, the work done in the hydrographic basin of the rivers Jacaré-Guaçú e Jacaré-Pepira, located in the central-northern São Paulo state, was made to map the hydraulic conductivity from the use of some empirical methods associated with granulometric analysis and in situ testing, specifically with the Guelph permeameter. All results were submitted to a correlation analysis and subsequently mapped using the methodology of minimum curvature, based on numerical techniques Spline. These procedures provide for studies of aquifer vulnerability and assist in decision making in environmental projects and guidelines for urban planning

Otimização de custo no processo de fabricação de mangueira hidráulica

A large part of hydraulic hoses is produced on a mandrel. The mandrel has longer length and circular profile being produced by extrusion of polyamide polymer, which in this case is imported, then the process is depending on the import process, which entails high shipping costs and fees. This work studies the production of recycled mandrel, using the mandrel that is out of dimensional to produce hoses. After the production of recycled mandrel mechanical tensile and hardness were performed both in the natural and recycled mandrel to compare them. It was observed that recycled mandrel presents the tensile properties and hardness superior to natural mandrel. Thus, this work will directly impact the company`s business ultimately reducing costs, reducing waste and reducing environmental impacts

Caracterização hidráulica do aspersor Super 10 e sua influência na energia cinética e erosividade

Pós-graduação em Agronomia (Ciência do Solo) - FCAV

Condutividade hidráulica saturada e direcional em xisto: ensaios em laboratório. -

Pós-graduação em Geociências e Meio Ambiente - IGCE

Modelo de conductancia hidráulica de la dentina humana ex vivo

The main objective of this work was to mount and test an experimental model to measure the hydraulic conductance of ex vivo dentin. Seventeen healthy third molars, with indication of extraction of healthy donors aged between 15 and 30 years were obtained by informed consent. After cleaning them, disinfecting them, including them in resin epoxy and cutting them, there were 17 samples of dentin, corresponding to a disk of resin with a coronal section of tooth showing the dentin exposed on both sides of it. Three machines to measure the hydraulic conductance of the dentin were assembled according to the description of the model of Pashley. Samples were installed in a Chamber of diffusion, connected by using silicone tubes to a graduated transfer pipette and a 20cm water column. Through the displacement of a bubble of water in the inside of the pipette, the hydraulic conductance of each sample was measured 3 times on the 14th, 21st, 28th and 35th day post extraction. The data were tabulated and analyzed statistically. There is no SS difference in the rate of flow of a measured sample in the three machines (p=0.5937). There is no SS difference in measurements of the hydraulic conductance of 13 samples of human dentin measured in days 14, 21, 28 and 35 postextraction (p=0.0704). It is possible to mount an experimental model to study the hydraulic conductance of dentin ex vivo, based on the model of Pashley. The model seems to be reliable, but more research is needed in order to validate its reliability.

Comparación de la conductancia hidráulica dentinaria, de acuerdo al tiempo de aplicación de desensibilizantes con base de oxalatos

ABSTRACT. Introduction: an in vitro model was used to measure the hydraulic conductance in human dentin discs treated with oxalic acid for 15, 30 or 60 s maintaining the occlusive effect and measuring 7 and 14 days after application. Methods: 45 dentin discs measuring 1 mm thick were obtained from human third molars which were free of caries and in no occlusion; the samples were obtained from patients aged 16 to 30 years. Discs were sorted out into three study groups (n = 15) depending on the time of application of a commercial solution of oxalate-based dentin desensitizer (DD) (BisBlock®) which contains ˂ 5% oxalic acid of 1.5-1.8 pH: in group A the agent was applied for 15 s, in group B it was applied for 30 s, and in group C for 60 s. The hydraulic conductance of each disc was calculated after acid etching, which corresponds to the maximum permeability of discs (100%) after immediate application of oxalic acid, as well as seven and fourteen days of storage in saline solution. The statistical analysis was done with ANOVA test and post-hoc Games-Howell test. Results: 35,46 ± 23.41% in Group A, 36.34 ± 15.88% in Group B and 24.99 ± 14.99% in Group C, showing that the use of DD for 15, 30 or 60 s decreased permeability in a statistically significant manner (p <0.05). Conclusions: DD was effective in reducing hydraulic conductance regardless of application time, but this reduction was temporary only, since after seven days permeability returns to values close to those of baseline.

Deformações elásticas e áreas de contato de pneus agrícolas e florestais utilizando prensa hidráulica em superfície rígida

Pós-graduação em Agronomia (Energia na Agricultura) - FCA

Investigação da condutividade hidráulica dos solos de uma área de aterro de resíduos sólidos urbanos por meio de ensaios de campo e laboratório

A contaminant plume due to leachate infiltration was found in the solid waste landfill from Bauru, SP. The soil hydraulic conductivity (K) is an important parameter to understand the moving of this plume. This paper intends to show representative K values for the soils that occur in the vicinity of this landfill determined by field and laboratory tests. There are four soil types in the area: colluvium, alluvium, sandstone residual soil and the sandstone. Laboratory tests were performed using constant and variable head in rigid and flexible wall permeameters. Slug tests and hydraulic conductivity tests with the Guelph permeameter were also carried out in situ in the area. Representative K values of 3.7x10-7 m/s for the saturated zone and 2.4x10-8 m/s for the unsaturated zone were determined for the residual soil. A K value of 5.3x10-5 m/s was obtained for the colluvium soil. A great variation of K with depth was observed for the alluvium and the assumed average values for the saturated zone were 7.9x10-7 m/s and 1.1x10-4 m/s for the unsaturated surficial layer. An average K value of 3.3x10-8 m/s was determined in laboratory for the sandstone and it was assumed representative for this material.

Cálculo em elementos finitos das frequências naturais dos modos de flexão de uma linha de eixo de unidade geradora hidráulica em escala

Pós-graduação em Engenharia Mecânica - FEG

Hidráulica do escoamento superficial no processo de erosão em sulcos de um argissolo

Pós-graduação em Agronomia (Ciência do Solo) - FCAV

Gran hidráulica y ocupación de la geografía árida de Norteamérica: una aproximación histórica, 1860-1960

[ES] Este trabajo tiene como propósito realizar una primera aproximación al proceso histórico de ocupación de la geografía árida de Norteamérica (1860-1960) que integra la frontera norte de México con el sureste de los Estados Unidos. Se hace énfasis en el impacto general que en este proceso jugó la revolución industrial y tecno-científica que la acompañó y específicamente el papel desempeñado de la Gran Hidráulica en la explotación de los recursos hídricos a gran escala, habilitando el desarrollo productivo y social. Como parte del cambio histórico se expone también la emergencia de un moderno marco jurídico-institucional en torno al agua. Se cierra con la exposición de dos casos regionales para mostrar las crecientes rivalidades por los recursos hídricos ante sus nuevos usos modernos y su explotación intensiva, así como las diferentes modalidades de gestión resultantes y sus impactos en el largo plazo. [EN] This work aims to make a first approach to the historical process of occupation of the arid geography of North America (1860-1960) that integrates the northern border of Mexico with the southeast of the United States. Emphasis on the general impact that this process played the industrial and technoscientific revolution that accompanied it and specifically the role of the great hydraulic in the exploitation of large-scale water resources, enabling productive and social development. As part of the historic change is also the emergence of a modern legal- institutional framework around water. It closes with the exhibition of two regional cases to show the growing rivalries for water resources to its new modern uses and its intensive exploitation, as well as the different forms of management resulting and their impacts in the long term.

La Vaporización Fotoselectiva del adenoma prostático con el KTP-láser (Kalium-Titanyl-Phosphat) de 80 Watt combinado con la resección transuretral de baja presión hidráulica.

La finalidad de este trabajo prospectivo es determinar la eficacia del método KTPláser (Kalium-Titanyl-Phosphat) de 80 Watt para la vaporización y eliminación del adenoma prostático. Se analizan también los resultados que se obtienen al combinar el método KTP-láser de 80 watt con la RTUP de baja presión hidráulica. Para ello 225 pacientes con HBP sintomática fueron tratados entre Agosto del 2004 y Mayo del 2006 con el KTP-Láser o combinado con RUTP a baja presión. La resección adicional fue efectuada en aquellos pacientes con adenomas grandes o por tener el lóbulo medio acentuado. El efecto ablativo fue controlado al final de la operación por medio de TRUS (sonografía prostática transrectal). 225 pacientes tratados en 2 grupos, el grupo 1 (n:50) aquéllos con sólo tratamiento láser, sobre todo pequeños adenomas y el grupo 2 (n:175) con tratamiento combinado de KTP-láser y RTUP a baja presión en adenomas grandes. La flujometría máxima demuestra una mejoría del 44,5% en el grupo 1 entre antes y después del tratamiento, en el grupo 2 la diferecia es de 122,4%. Nuestro estudio pone de manifiesto, las ventajas de combinar ambos procedimientos quirúrgicos para obtener un mejor resultado en la ablación del adenoma prostático sobre todo en próstatas de gran tamaño.