646 resultados para Fracturação hidráulica


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The purpose of this work is to study the theme “infiltration trenches” in some of its main aspects, in order to subsidize the installation of these structures in the urban area of Rio Claro/SP. For sizing, the “rain-envelope method” was used based on local characterization data and the IDF (intensity-duration-frequency) curve. Five locations were chosen in the urban area of Rio Claro for implementation of these devices, considering the soil type, hydraulic conductivity of each area and minimum lot size according to the Master Plan of Rio Claro. This work also presented an estimated reduction of the runoff in urban lots by using infiltration trenches.

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The numeric simulation is an important tool applied in understanding the dynamics of groundwater flow. In a hydrogeological model the processes responsible for groundwater flow are described by numerical formulations that allow the simplification, representation and understanding of the dynamics of the Aquifer System. In this work, a steady state groundwater flow simulation of Urucuia Aquifer System (UAS) part of the Corrente river basin was conducted, using the finite element method through software FEFLOW, to understand the dynamics of groundwater flow and quantify the hydrologic balance. The aquifer system Urucuia lodges in the São Francisco hydrogeological province and corresponds to a set of interconnected aquifers that occur in rocks from Urucuia group in the Urucuia sub-basin described by Campos e Dardenne (1997). The system is a porous media one, in a shape of a thick table mountain, consisting essentially of sandstones. The Corrente river basin is located in UAS in Western State of Bahia and it's one of the main units to maintaining permanent flow (Q95) and average natural flow of the São Francisco river. The simulation performed in this work obtained the following results for the modelled region: horizontal hydraulic conductivity of 3 x 10-4 m/s and vertical one 6 x 10-5 m/s; maximum recharge of 345 mm and minimum of 85 mm/a. It was concluded that: (1) regional groundwater flow has eastbound; with an exception of the extreme northeast portion, where the flow has opposite direction; (2) there are smaller water side dividers with an approximate direction EW, that guide the flow of water to the drainage that cut the aquifer; and (3) the UAS at Corrente river basin can be understood as a free regional aquifer system, isotropic and homogeneous. Regionally, the small lithological variations present in the Urucuia group can be neglected and do not exhibit significant influences on the dynamics of ground water flow

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The water management in any area is highly important to the success of many business and also of life and the understanding of your relationship with the environment brings better control to its demand. I.e. hydrogeological studies are needed under better understanding of the behavior of an aquifer, so that its management is done so as not to deplete or harm it. The objective of this work is the numerical modeling in transient regime of a portion of the Rio Claro aquifer formation in order to get answers about its hydrogeological parameters, its main flow direction and also its most sensitive parameters. A literature review and conceptual characterization of the aquifer, combined with field campaigns and monitoring of local water level (NA), enabled the subsequent construction of the mathematical model by finite elements method, using the FEFLOW 6.1 ® computational algorithm. The study site includes the campus of UNESP and residential and industrial areas of Rio Claro city. Its area of 9.73 km ² was divided into 318040 triangular elements spread over six layers, totaling a volume of 0.25 km³. The local topography and geological contacts were obtained from previous geological and geophysical studies as well as profiles of campus wells and SIAGAS / CPRM system. The seven monitoring wells on campus were set up as observation points for calibration and checking of the simulation results. Sampling and characterization of Rio Claro sandstones shows up a high hydrological and lithological heterogeneity for the aquifer formation. The simulation results indicate values of hydraulic conductivity between 10-6 and 10-4 m / s, getting the Recharge/Rainfall simulation in transient ratio at 13%. Even with the simplifications imposed on the model, it was able to represent the fluctuations of local NA over a year of monitoring. The result was the exit of 3774770 m³ of water and the consequently NA fall. The model is considered representative for the...

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In the pumping pipelines the located load losses are very important since they have direct influence on hydraulic design of an irrigation system, especially regarding the concentric reducers used in the distribution lines. Hence this work was conducted in the Laboratório de Hidráulica do Centro Federal de Educação Tecnológica de Uberaba. We analyzed 03 concentric reducers PVC 75 x 50 mm, 50 mm and 35 x 35 x 1 "operating at different flow rates. The performance of the tests with the variation of flow in every situation possible to obtain equations to estimate the loss. The equation models presented a high setting, thus enabling the determination of the localized head loss in a situation closer to field reality. For the reduction of 75 x 50 x 35 mm and 50 mm at a flow rate 16.97 m³ h-1 the pressure drop reduction was obtained respectively 0.9263 and 2.7408 mca. To the reduction of 35 x 1 "at a flow rate of 6.02 m³ h-1 was obtained 2.9304 mca pressure drop reduction. The located losses produced by these reductions are relatively high and should be considered with great discretion in hydraulic design of the irrigation system.

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Mulberry (Morus nigra L.) is a fruit with a great potential for technological uses, which could be employed to manufacture of syrups, ice cream, candies, yoghurts, beverages, jam, etc. Only the leaf from mulberry trees is commercially used for silkworm feeding. This tree is cultivated on many agricultural environments such as small rural proprieties and settlements. Small farmers waste a great amount of their production for not knowing about mulberry technology. Thus, the objective of this work was to access extraction yield and physical-chemical properties of mulberry whole juice from ripe, green and a mixture of both by using press and depulper. Statistical analysis of results was carried by media and standard deviation calculations. 173 kg of mulberry were picked being 49.31% ripe and 50.68% green. Press delivered greater extraction yield of whole juice (80.50% to 81.60%) when compared to press (71.43% to 77.50%). Whole juice obtained from both equipments has shown the following values: soluble solids 7.45% - 12.11%, titrable acidity 0.45 – 1.23%, ratio 6.03 – 26.84, pH 3.69 – 4.35, total reducing sugar 4.05% – 9.96%, reducing sugar 3.95% - 9.15%, sucrose 0.00% - 0.04%, turbidity 221.25 NTU - >4,000 NTU. Whole juices obtained from both equipments has shown similar physical-chemical characteristics except turbidity. The authors concluded that press was the best extraction equipment due to its greater yield and whole juice quality regarding turbidity

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Pós-graduação em Engenharia Mecânica - FEG

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Esse trabalho estuda a viabilidade técnica da fabricação de cimento com uma mistura de resíduo proveniente da serragem de blocos de granito e escória de aciaria LD. Para isso, foi preparada uma mistura desses materiais de modo que a relação %CaO / %SiO2 fosse 1,2. Essa mistura foi fundida e resfriada rapidamente em água. A amostra foi caracterizada e o difratograma de raios X mostrou um material amorfo e a presença das fases mineralógicas Akermanita e Gehlenita, as quais são consideradas como as fases mineralógicas ideais para a atividade hidráulica. Essa mistura foi adicionada ao clínquer para a fabricação de cimento. Com o cimento fabricado, foram feitos ensaios cujos resultados são apresentados e comparados com os valores obtidos para o cimento de alto-forno. Esses resultados indicam a viabilidade técnica da utilização da mistura na fabricação de cimento.

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Este trabalho foi realizado com o objetivo de se modelar e avaliar o comportamento hidráulico de microtubos ramificados, com base na relação entre vazão e comprimento dos microtubos para uma pressão de entrada, operando sob regime laminar. Dois modelos matemáticos foram estudados, em que um considerou a perda localizada de carga no dimensionamento dos microtubos ramificados e o outro a desconsiderou. O experimento para validação dos modelos foi conduzido no Laboratrio de Hidráulica da Escola Superior de Agricultura "Luiz de Queiroz" (ESALQ-USP), Piracicaba, SP, medindo-se a vazão dos emissores para as pressões de 14,7; 18,6; 39,2 e 58,9 kPa. A configuração do sistema de irrigação consistiu de uma linha lateral com diâmetro nominal (DN) de 10,0 mm, na qual foram inseridos microtubos conectores com DN de 0,8 mm conectados a um segmento de tubo de derivação e acoplados seis microtubos emissores com DN de 0,7 mm. Verificou-se que, dentre os modelos matemáticos, aquele que considerou a perda localizada de carga apresentou maior exatidão pois teve elevado, um bom índice de Willmott e baixo erro quadrático médio.

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[ES]La reutilización de aguas depuradas en España se realiza desde hace décadas, siendo uno de los países en los que esta práctica está más extendida. Sin embargo, no se llega a reutilizar más del 5% del total de las aguas residuales recogidas, aunque en algunos casos, como en Canarias, el agua depurada ha llegado a suponer un 20% del agua consumida. En este artículo se presentan tres ejemplos de reutilización de aguas depuradas con una importante incidencia en los aspectos ambientales y asociados a condiciones hídricas diversas. Los estudios se están llevando a cabo dentro del Proyecto CONSOLIDER-TRAGUA cuyo objetivo es abordar de manera integrada los aspectos implicados en la reutilización de aguas residuales procedentes de las estaciones depuradoras de aguas residuales urbanas. Las zonas seleccionadas para los estudios de campo se sitúan en Andalucía donde el agua regenerada se aplica a filtros verdes y riego de cultivos para la obtención de biodiesel; Canarias para riego de campos de Golf y Cataluña donde el agua es inyectada para generar una barrera hidráulica contra la intrusión marina del acuífero. En los tres casos estudiados se incide en los aspectos suelo-agua-planta y sus impactos en el medio.

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[ES] Las presas de embalse no sólo son objetos de uso, sino que también son objetos de expresión. Dicen que es bella toda obra cuya contemplación produce agrado o admiración, luego los factores estéticos de las presas construidas en Gran Canaria son el tema central de la ponencia. Tenemos un recurso cultural que no necesita su embalse para poder valorar su belleza. Con agua nuestras presas tienen más visitas, pero sin agua también podemos contemplar y valorar la obra de ingeniería en la Naturaleza, desde sus formas hasta sus heridas.

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[ES] El presente artículo resulta de dos temporadas de campo de la investigación de Registro y reconocimiento de sitios arqueológicos históricos de El Salvador, el cual tenía como uno de sus objetivos, el documentar a través de la arqueología y desde las fuentes históricas, los restos de los antiguos ingenios hidráulicos utilizados en la producción de hierro del antiguo Reyno de Goathemala, en el actual territorio de El Salvador. La investigación consistió de un estudio de carácter exploratorio y descriptivo, a través de visitas de campo, la recolección superficial de materiales culturales y el análisis de las fuentes documentales. En total se documentaron nueve sitios históricos que contienen los restos de antiguos ingenios hidráulicos que sirvieron para producir hierro durante el período colonial. La producción de hierro, jugó un papel fundamental en el desarrollo social, económico, político y étnico de las sociedades provinciales del Reino de Guatemala. La región que en su momento llegó a ser conocida como Metapán del Hierro, jugó un papel trascendental, junto a las localidades de San Salvador, León y Granada, en los primeros movimientos emancipadores de la Centroamérica colonial.

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[ES] En este artículo se analiza la constitución y evolución de la Confederación Hidrográfica del Ebro. Este hecho se enmarca en el contexto de la política hidráulica de oferta, predominante en la España de la Restauración y años posteriores. En efecto, la política de construcción de grandes presas tiene su raíz en las políticas reformistas impulsadas por los gobiernos de las Restauración desde principios del siglo XX; asimismo, la gestión supuso la creación de instituciones responsables, proceso que en el caso de la cuenca Ebro se concretó en la Confederación, entidad de índole corporativa que integraba a los usuarios del agua de este río. [EN] In this article is analysed the constitution and evolution of the Hydrographic Confederation of The River Ebro. This fact is in the line with a hydraulic policy of offer that was predominant in Spain within the Restoration and in the subsequent years. In this way, the construction of big reservoirs policy has its root on reformists politics boosted by the Restoration governments since the beginnings of 20th century; likewise, the management involved the creation of responsible institutions, and this was a process that in the case of the River Ebro basin meant the Confederation, an entity of corporate nature which drew together the water users of this river.

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Para obtener información respecto de los posibles recorridos que realiza un flujo de agua y su distribución espacial bajo la labor de escarificado en siembra directa y comprobar su persistencia al 1 ½ año de haber sido efectuada, se realizó un ensayo en Zavalla, Santa Fe (60° 53' O y 33° 01' S) en un Argiudol vértico bajo cultivo de Medicago sativa. T0 fue siembra directa sin escarificar, T1 escarificado antes de sembrar y T2 escarificado al año de la siembra de la alfalfa. Se simuló la lluvia irrigando con una solución de 1g.l-1 de azul de metileno. Se fotografiaron perfiles sucesivos en cada tratamiento. Los sectores coloreados de las fotografías fueron delimitados, digitalizados y medidas las áreas y longitudes verticales. El movimiento descendente tuvo lugar mayoritariamente como flujos preferenciales que fueron iniciados por las fisuras, las raíces creciendo dentro y fuera del área removida y las grietas del suelo. En todos los tratamientos los flujos atravesaron el límite A / B1, pero en ningún caso alcanzaron el B2. La configuración de los patrones de distribución permitió comprobar la mayor capacidad de conducción hidráulica y persistencia de la labor de escarificado sobre siembra directa.

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