Comportamento dielétrico e ferroéletrico de cerâmicas BA('TI IND1-X''ZR IND.X)'O IND.3' modificadas com íons vanádio e tungstênio obtidos a partir de mistura de óxidos

Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES)

Caracterização dos sedimentos superficiais e avaliação ambiental da Serra de Monte Alto entre os municípios de Palmas de Monte Alto e Sebastião Laranjeiras, BA

Pós-graduação em Geociências e Meio Ambiente - IGCE

Reguladores vegetais na brotação, características dos cachos e produtividade da videira cv. Itália no Vale do São Francisco, BA

Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES)

Preparação e caracterização de filmes finos de 'BA''BI IND.2''TA IND.2''O IND.9(BBT)' e 'BA''BI IND.2''NB IND.2''O IND.9(BBN)'

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

COMPORTAMENTO FÍSICO-HÍDRICO DOS SOLOS DO PERÍMETRO IRRIGADO CURAÇÁ EM JUAZEIRO/BA

O objetivo desse trabalho foi avaliar o comportamento físico-hídrico dos solos do Perímetro Irrigado Curaçá, no município de Juazeiro–BA, que possam ser utilizados como base para definir práticas de manejo de solo e da irrigação. Foram coletadas amostras em 10 lotes agrícolas em duas profundidades (0-0,30m e 0,30-0,60m) de diferentes perfis de solos cultivados com várias culturas, determinando-se a granulometria, densidade, porosidade, curva de retenção de água no solo, água disponível e disponibilidade total de água no solo. Verificou-se que os solos amostrados possuem textura areia franca em 45% das amostras estudadas, seguida de franca arenosa, em 35%, apresentando reduzido armazenamento de água. A média da densidade do solo foi de 2,06 e 1,94 Mg.m-3 nas duas profundidades, indicando compactação em 100% na superfície e 87,5% na camada sub-superficial dos solos. Concluiu-se que os solos analisados apresentam textura arenosa e, assim, naturalmente propensos a uma reduzida retenção da água no solo. Possuem, ainda, problemas de compactação, ao longo do perfil do solo.

Adubação potássica e desenvolvimento de clones de eucalipto cultivados em Luís Eduardo Magalhães-BA

Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES)

Structural refinement, optical and ferroelectric properties of microcrystalline Ba(Zr0.05Ti0.95)O-3 perovskite

Conselho Nacional de Desenvolvimento Científico e Tecnológico (CNPq)

Effect of calcium on the structural properties of Ba(1-x)Ca (x) TiO3 particles synthesized by complex polymerization method

Conselho Nacional de Desenvolvimento Científico e Tecnológico (CNPq)

Influence of a co-substituted A-site on structural characteristics and ferroelectricity of (Pb, Ba, Ca)TiO3 complex perovskites: analysis of local-, medium- and long-range order

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

Structural, microstructural, optical and electrical properties of (Pb,Ba,Sr)TiO3 films growth on conductive LaNiO3-coated LaAO(3)(100) and Pt/Ti/SiO2/Si substrates

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

Evaluation of Decomposition Procedure to Determine Ba, Co, Cr, Cu, Ni, Mn, V, and Zn Total Content in Soil Samples

Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES)

Caracterização petrográfica e geoquímica das rochas encaixantes da mineralização de ouro do alvo lavra velha - Ibitiara (BA)

The Lavra Velha gold prospect is located in Ibitiara city, in the Espinhaço Setentrional physiographic domain, on the west edge of Chapada Diamantina – central part of Bahia. It is inserting on Gavião Block, a compartment of São Francisco Cráton (Almeida, 1977). The Lavra Velha gold dump is formed by an association of hydrothermal breccia lodged in acid and intermediate rocks, classifying in tonalite, granodiorite and diorite, with high alteration, cut off by a vein and venules system constituted by hydrothermal association composed by hematite, tourmaline, quarz and sericite, located in the north limit of Ibitiara granite. In the regional geological context the area is represented by Archaean rocks (Paramirim Complex) and Paleoproterozoic rocks (Ibitiara granitoid and Matinos Granite) constituted the basement, following by paleo to mesozoic pluton-vulcanic-sedimentary association of Rio dos Remédios Group, intruded by mafic rocks. It was used geochemistry and petrographic analysis compiling to field works data to characterize the rocks where the gold mineralization is inserting. Previously these rocks were classifying in volcanic rocks of Novo Horizonte Formation. Developing this monograph’s work the petrogenetic characteristics suggesting that these rocks called volcanic actually belong to Ibitiara granitoid as a portion more metamorphosed. The green schist is the predominant metamorphism in the area with low deformation, associated to high concentration of fluid circulating. The hydrothermal alteration is the process responsible for rocks modifications and strong sericitization generalize

Turismo e meio ambiente na região de Mucugê, Chapada Diamantina - BA

Tourism is getting more and more importance in economic world, conquering new territories. Where there is substance economy with little occupational density. This process presents several local changes. The paper aims to analyze Chapada Diamantina region with its central point in Mucugê – BA. At beginning, the study has focused bibliographical review of works about tourism and their relation with the place. After that, geological characteristic and historical settlement of the place were analyzed. Then, fieldworks have done to data base, to survey impacts caused by the touristic process as well as interpretation of the relation occurred between tourism and landscape. At the end, the outcomes obtained from data analyzed became report, which presents proposal to improve the relation between tourism and the place.

Simulação numérica de fluxo de águas subterrâneas na bacia do Rio Grande (BA)

The Urucuia Aquifer System represents a strategic water source in western Bahia. Its baseflow is responsible for the flow rate of the main tributaries of São Francisco river left bank in the dry season, including the Rio Grande, its main tributary in Bahia state. This river has a hydrological regime heavily affected by groundwater and is located in a region with conflicts about water resources. The aquifers geology is constituted by neocretacious sandstones of Urucuia Group subdivided in Posse Formation and Serra das Araras Formation. The embasement is formed by neoproterozoic rocks of Bambuí Group. This work focuses on an important tool application, the mathematical model, whose function is represent approximately and suitably the reality so that can assist in different scenarios simulations and make predictions. Many studies developed in this basin provided the conceptual model basis including a full free aquifer, lithological and hydraulical homogeneity in entire basin, null flux at plateau borders and aquifer base. The finite element method is the numerical method used and FEFLOW the computational algorithm. The simulated area was discretized in a single layer with 27.357,6 km² (314.432 elements and 320.452 nodes) totaling a 4.249,89 km³ volume. Were utilized 21 observation wells from CERB to calibrate the model. The terrain topography was obtained by SRTM data and the impermeable base was generated by interpolation of descriptive profiles from wells and electric vertical drilling from previous studies. Works in this area obtained mean recharge rates varying approximately from 20% to 25% of average precipitation, thus the values of model recharge zones varying in this range. Were distributed 4 hydraulic conductivity zones: (K1) west zone with K=6x10-5 m/s; (K2) center-east zone with K=3x10-4 m/s; (K3) far east zone with K=5x10-4 m/s; e (K4) east-north zone with K=1x10-5 m/s. Thereby was incorporated to the final conceptual model...

Diagnóstico dos resíduos de construção e demolição para elaboração e implantação da gestão integrada dos RCD no município de Guanambi – BA

Taking as starting the environmental, social and economic impact of construction and demolition waste in Brazilian cities were created legal mechanisms for management and administration, seeking to minimize the impacts to the maximum, since the irregular deposition can be characterized as environmental crime. CONAMA Resolution No. 307 of 2002 establishing the mandatory implementation of an Integrated Management System Construction Waste and Demolition, guiding the classification and designation of the waste generating agents, collection agents and transporters, and the areas of culling and disposal of waste. The technical partnership between the Ministry of Cities, the Environment Ministry and the Caixa Econômica Federal, coordinated by Pinto & Gonzales (2005) Management in the work and management of construction waste, proposed a guidance manual to guide the implementation of a System Integrated Management of Construction Waste in Municipalities. The municipality of Guanambi in the state of Bahia, in full economic rise, lacks a waste management of construction and demolition, since there has areas for the disposal of waste being proposed in this paper the diagnosis of waste generation in the municipality as part of the methodology proposed by the work of Pinto & Gonzales (2005).