Concentração foliar de manganês e zinco em laranjeiras adubadas com óxidos e carbonatos via foliar

Dentre os micronutrientes, o Zn e o Mn limitam a produção dos citros, no Brasil. A aplicação foliar tem sido a forma tradicional de fornecimento, contudo, a eficiência desta adubação depende de uma série de fatores, entre eles o tipo de fertilizante. Foram realizados dois experimentos em pomar com laranjeiras Pêra, enxertadas em limão cravo, com sete anos de idade, em Botucatu, SP. No primeiro experimento foram avaliadas três fontes de Mn via foliar: carbonato de manganês A, carbonato de manganês B e sulfato manganoso, em duas doses para cada fertilizante, correspondente a 250 e 500 g ha-1 de Mn, mais o controle, pulverizado somente com água. No segundo experimento foram testadas três fontes de Zn para aplicação foliar: óxido de zinco A, óxido de zinco B e sulfato de zinco, em duas doses para cada fertilizante, correspondente a 375 e 750 g ha-1 de Zn, mais o controle. As amostragens de folhas foram realizadas mensalmente, iniciando aos 30 dias após aplicação dos tratamentos. A aplicação foliar com carbonato de manganês B, na dose de 500 g ha-1 Mn, e com óxido de zinco B, na dose de 750 g ha-1, proporcionaram, respectivamente, níveis nutricionais adequados de Mn e Zn nas folhas de laranjeira. Na ausência de chuvas, os teores adequados de Mn e Zn no solo, não permitem suprir satisfatoriamente as laranjeiras Pêra enxertadas em limoeiro cravo.

Obtenção de emulsões asfálticas modificadas utilizando resíduos industriais

The main objective of this research was the development and characterization of conventional and modified cationic asphalt emulsions. The asphalt emulsions were developed by using the Petroleum Asphalt Cement (CAP 50-70) from Fazenda Belém (Petrobras -Aracati-Ce). The first step in this research was the development of the oil phase (asphalt + solvent) and the aqueous phase (water + emulsifying agent + acid + additives), separately. During the experiments for the obtaining of the conventional asphalt emulsion, the concentration of each constituent was evaluated. For the obtaining of the oil phase, kerosene was used as solvent at 15 and 20 wt.%. For the development of the aqueous phase, the emulsifying agent was used at 0.3 and 3.0 wt.%, whereas the acid and the additive were set at 0.3 wt.%. The percentage of asphalt in the asphalt emulsion was varied in 50, 55, and 60 wt.% and the heating temperature was set at 120 °C. The aqueous phase in the asphalt emulsion was varied from 16.4 to 34.1 wt.% and the heating temperature was set at 60 °C. After the obtaining of the oil and the aqueous phases, they were added at a colloidal mill, remaining under constant stirring and heating during 15 minutes. Each asphalt emulsion was evaluated considering: sieve analysis, Saybolt Furol viscosity, pH determination, settlement and storage stability, residue by evaporation, and penetration of residue. After the characterization of conventional emulsions, it was chosen the one that presented all properties in accordance with Brazilian specifications (DNER-EM 369/97). This emulsion was used for the development of all modified asphalt emulsions. Three polymeric industrial residues were used as modifier agents: one from a clothing button industry (cutouts of clothing buttons) and two from a footwear industry (cutouts of sandals and tennis shoes soles), all industries located at Rio Grande do Norte State (Brazil).The polymeric residues were added into the asphalt emulsion (1 to 6 wt.%) and the same characterization rehearsals were accomplished. After characterization, it were developed the cold-mix asphalts. It was used the Marshall mix design. For cold-mix asphalt using the conventional emulsion, it was used 5, 6 and 7 wt.% asphalt emulsion. The conventional mixtures presented stability values according Brazilian specification (DNER-369/97). For mixtures containing asphalt modified emulsions, it was observed that the best results were obtained with emulsions modified by button residue

Incorporação de lodo de esgoto na massa cerâmica para fabricação de tijolos maciços: uma alternativa para a disposição final de resíduo

The disposal of sewage sludge is a growing problem face up to management of sanitary sevices. Otherwise, because its making process characteristic, the Ceramic Industry can tolerate the presence of this wastes as raw material. This study has as object to confirm the use of the sewage sluge in the Ceramic Industry like a sustentable alternative for its disposal. Futhermore, this study quests to evaluate the maximum proportion for incorporation of sludge wich result in technically and enviromentally suitable bricks. For found this proportion, the research consisted of (1) making of bricks in full scale, adde up 0%, 5%,10%, 15%, 20%, 25%,30%, 35% e 40% sludge, with size 220x105x45 mm, hand-molded by rammer and baked by industrial kiln; and (2) tecnical and enviromental evaluation of this bricks, according to Brazilian norms. The raw material uses were two distinct clays come from Goianinha/RN and sewage comes from a septic system tank and pumped into tank vehicle, of Natal/RN. The technical evaluation allowed to conclude the addiotion of the sludge brings about signifcant lost of mass and the water absorption grew up according to increase of sludge: every sludge-amended clay bricks absorved more water than control group. Thus, the compressive strength was signicantly decreased because the increase of sludge: bricks with 5% sludge added lost 45% of strength achieved at control group; the bricks made with 10 and 20% lost almost 70% of bigger strength. With up to 25% sludge added to the bricks, the streght decreased over 90%. Concerning heavy metal leaching, the two maximum proportion wich have tecnical approval, it means bricks sludge added with 15 and 20%, can say there is no risk of enviromental contamination using those bricks. This way, in this work context, it can to conclude the maximum proportion atends the technical and enviromental criterion is 20%

Ensaios de tratabilidade aplicados a determinação de parâmetros para dimensionamento de processos de tratamento de água de manancial eutrofizado

Eutrophication is a growing process present in the water sources located in the northeast of Brazil. Among the main consequences of these changes in trophic levels of a water source, stands out adding complexity to the treatment to achieve water standards. By these considerations, this study aimed to define, on a laboratory scale, products and operational conditions to be applied in the processing steps using raw water from Gargalheiras dam, RN, Brazil. The dam mentioned shows a high number of cyanobacteria, with a concentration of cells / ml higher than that established by Decree No. 518/04 MS. The same source was also considered by the state environmental agency in 2009 as hypereutrophic. The static tests developed in this research simulated direct filtration (laboratory filters) and pre-oxidation with chlorine and powdered activated carbon adsorption. The research included the evaluation of the coagulants aluminum hydrochloride (HCA) and alum (SA). The development of the research investigated the conditions for rapid mixing, the dosages of coagulants and pHs of coagulation by the drawing of diagrams. The interference of filtration rate and particle size of filtering means were evaluated as samples and the time of contact were tested with chlorine and activated carbon. By the results of the characterization of the raw water source it was possible to identify the presence of a high pH (7.34). The true color was significant (29 uH) in relation to the apparent color and turbidity (66 uH and 13.60 NTU), reflecting in the measurement of organic matter: MON (8.41 mg.L-1) and Abs254 (0.065 cm-1). The optimization of quick mix set time of 17", the speed gradient of 700 s-1 in the coagulation with HCA and the time of 20" with speed gradient of 800 s-1 for SA. The smaller particle sizes of sand filtering means helped the treatment and the variation in filtration rate did not affect significantly the efficiency of the process. The evaluation of the processing steps found adjustment in standard color and turbidity of the Decree nº 518/04 MS, taking in consideration the average values found in raw water. In the treatment using the HCA for direct filtration the palatable pattern based on the apparent color can be achieved with a dose of 25 mg L-1. With the addition of pre-oxidation step, the standard result was achieved with a reduced dose for 12 mgHCA.L-1. The turbidity standard for water was obtained by direct filtration when the dose exceeds 25 mg L-1 of HCA. With pre-oxidation step there is the possibility of reducing the dose to 20 mg L-1.The addition of CAP adsorption, promoted drinking water for both parameters, with even lower dosage, 13 mg L-1 of HCA. With coagulation using SA removal required for the parameter of apparent color it was achieved with pre-oxidation and 22 mgSA.L-1. Despite the satisfactory results of treatment with the alum, it was not possible to provide water with turbidity less than 1.00 NTU even with the use of all stages of treatment

Leptinemia de jejum em crianças e adolescentes eutróficos

OBJETIVO: Determinar, em um grupo de crianças e adolescentes eutróficos, os valores de leptinemia de jejum e sua correlação com idade e Índice de Massa Corporal (IMC). MÉTODOS: Estudo de corte transversal realizado em duas escolas públicas de Ribeirão Preto, Brasil. Foram obtidos medidas antropométricas e amostra de sangue venoso em jejum para dosagem da leptinemia de 448 crianças e adolescentes eutróficos, maturadores médios, de ambos os sexos, com idades entre 7 e 17,9 anos. Utilizando-se o teste de Mann-Whitney foram realizadas comparações entre as concentrações obtidas para meninos e meninas em cada faixa etária. Posteriormente, utilizandose o teste de Kruskal-Wallis, foram comparados os valores em cada faixa etária e, por meio do teste de correlação de Spearman, foi avaliada a correlação entre a leptinemia de jejum e a idade e entre leptinemia de jejum e o escore z do IMC. RESULTADOS: O valores de leptinemia de jejum diferiram entre meninos e meninas em todas as faixas etárias sendo sempre mais elevados para as meninas. Entre os meninos, os valores de leptinemia não apresentam variação estatisticamente significativa; entre as meninas, observou-se variabilidade, com aumento progressivo de acordo com a faixa etária. O estudo de correlação, mostrou que a leptinemia apresenta correlação positiva com o escore z do índice de massa corporal em ambos os sexos. em relação à idade, observou-se correlação apenas entre as meninas. CONCLUSÃO: Os dados apontam para a necessidade do estabelecimento de curvas de referência para a leptinemia de jejum que levem em conta o sexo, a idade e o IMC.