999 resultados para Regras de Mistura
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Tese (doutorado)—Universidade de Brasília, Instituto de Ciências Sociais, Departamento de Sociologia, 2014.
Resumo:
Um dos objetivos do Programa Nacional para as Doenças Respiratórias (PNDR) constitui a melhoria da qualidade de prescrição e utilização de Cuidados Respiratórios Domiciliários (CRD). No momento atual, em Portugal, a prescrição de CRD é efetuada ao abrigo das Normas de Orientação Clínica (NOC) da Direção-Geral da Saúde com o objetivo de procurar melhorar a qualidade da prática de prescrição de CRD, nomeadamente, através da definição de regras de boa prática na prescrição de CRD, por terapêutica respiratória domiciliária (Oxigenoterapia de Longa Duração, Aerossolterapia e Ventiloterapia) e por patologia (Síndrome de Apneia do Sono, Deformações do Tórax, Doenças Neuromusculares, Doença Pulmonar Obstrutiva Crónica e outras patologias que condicionem Insuficiência Respiratória Crónica) e da articulação das NOC com o concurso público para a celebração de contratos públicos de aprovisionamento para a área da saúde, com vista à prestação de serviços de cuidados técnicos respiratórios domiciliários aos utentes do SNS.
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O estudo objetivou avaliar uma mistura multipla composta de feno de folhas de leucena (Leucaena leucocephala (Lam.) de Wit.), raspa de mandioca e uma mistura mineral, como suplemento para novilhos azebuados, no periodo seco. A mistura foi comparada com duas outras alternativas de suplementacao: a mistura sal-ureia e a silagem de leucena. Os animais dos tres grupos pastejaram, conjuntamente, em capim buffel (Cenchrus ciliaris, L.). Ao final dos 84 dias do periodo experimental, o incremento em peso vivo nos animais submetidos a mistura multipla (22,1 kg/cab) nao diferiu (P>0,05) do observado nos animais suplementados com silagem de leucena (17,7 kg/cab), mas correspondeu (P<0,05) a quase cinco vezes o observado nos animais submetidos a mistura sal-ureia (4,6 kg/cab).
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Face à Directiva 2007/60/CE relativa à avaliação e gestão do risco de inundações, ao Decreto-Lei nº 344/2007 que aprova o Regulamento de Segurança de Barragens, ao aumento de áreas urbanizadas e às projecções dos modelos de clima para o fim do século, que apontam para o aumento da frequência e da intensidade da ocorrência de inundações causadas por eventos de precipitação intensa de curta duração, é crucial a definição de regras de operação nos reservatórios com controlo de cheias. O Reservatório de Magos pertence à bacia hidrográfica do rio Tejo, está situado no Concelho de Salvaterra de Magos e tem como usos principais a rega e o controlo de cheias. Este trabalho tem como objecto de estudo a definição das regras de operação (restrição no caudal descarregado) do Reservatório de Magos para controlo de cheias no troço a jusante. São aplicados o modelo hidrológico HEC-HMS 3.1.0, o modelo hidráulico HEC-RAS 3.1.3 e o modelo de simulação de reservatórios HEC-ResSim 3.O para o cálculo do hidrograma de cheia, da zona inundável e para simulação do balanço de água no reservatório, respectivamente. Como resultado são apresentadas as regras de operação (caudal máximo e mínimo a descarregar) do Reservatório de Magos para controlo da zona inundável a jusante, no caso de um evento de cheia. /ABSTRACT: Based on the Directive 2007/60/CE related to the Assessment and Management of Flood Risks, on the Decree-Law n. o 344/2007 which approves the Regulation for Dam Safety, the increased urban areas and to the projections of climate models by the end of the century which is pointing to an increased frequency and intensity of occurrence of floods caused by intense rainfall events of short duration, establishing rules of operation for flood control in reservoirs becomes crucial. The Magos Reservoir belongs to the river Tagus basin, located in the county of Salvaterra de Magos and has as its main uses the irrigation and flood control. This study aims to establish the rules of operation (flow discharged restriction) of the Reservoir of Magos for flood control in the downstream reach. The methodology used in the present work includes the application of the Hydrological model HEC-HMS 3.1.0, the Hydraulic model HEC-RAS 3.1.3 and a reservoir simulation model HEC-ResSim 3.0 to calculate the hydrograph of peak discharge, floodplain zone and simulate reservoir operations, respectively. As a result, the rules of operation (maximum flow and minimum discharge) of Magos Reservoir for flood control in a downstream reach in case of flood event are presented.
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A compostagem constitui-se importante alternativa para obtenção de fertilizantes orgânicos, que são utilizados como condicionadores de solo e fornecedores de nutrientes, principalmente do nitrogênio (N), em diversos sistemas de produção agrícola. O objetivo deste trabalho foi avaliar a capacidade de recuperação biológica do N contido em diferentes formulações de compostos obtidos a partir da mistura de palhada de capim Napier e de Crotalaria juncea. Avaliou-se também a capacidade de recuperação do N de outros adubos. O bioensaio foi realizado em casa de vegetação, utilizando-se vasos plásticos de 650 ml com coletores de água lixiviada. Como planta indicadora, foi utilizado o Milheto Pérola (Pennisetum glaucum). Compostos orgânicos com maiores teores de N e menores relações C:N proporcionaram maiores taxas de recuperação de N pelo Milheto Pérola.
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This work was done with the objective of studying some physical and mechanical characteristics of the sugarcane bagasse ash added to a soil-cement mixture, in order to obtain an alternative construction material. The sugarcane bagasse ash pre-treatment included both sieving and grinding, before mixing with soil and cement. Different proportions of cement-ash were tested by determining its standard consistence and its compressive resistance at 7 and 28 days age. The various treatments were subsequently applied to the specimens molded with different soil-cement-ash mixtures which in turns were submitted to compaction, unconfined compression and water absorption laboratory tests. The results showed that it is possible to replace up to 20% of Portland cement by sugarcane bagasse ash without any damage to the mixture's compressive strength.
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The main objective of this work is the study of the effect of rice husk addition on the physical and mechanical properties of soil-cement, in order to obtain an alternative construction material. The rice husk preparation consisted of grinding, sieving, and the pre-treatment with lime solution. The physical characteristics of the soil and of the rice husk were determined. Different amounts of soil, cement and rice husk were tested by compaction and unconfined compression. The specimens molded according to the treatments applied to the mixtures were subsequently submitted to compression testing and to tensile splitting cylinder testing at 7 and 28 days of age and to water absorption testing. After determining its physical and mechanical characteristics, the best results were obtained for the soil + 12% (cement + rice husk) mixture. The results showed a promising use as an alternative construction material.
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The rice husk and its ash are abundant and renewable and can be used to obtain alternative building materials. An increase in the consumption of such waste could help minimize the environmental problems from their improper disposal. This study aimed to evaluate the use of ashes as a cargo mineral (filler). However, the rice husk chemically interferes in the conduct of the based cement mixtures. Thus, different mixes cement-rice husk with and without the addition of ash were evaluated in order to highlight the influence of its components (husk; ash), which could otherwise be excluded or be underestimated. Cylindrical samples (test of simple compression and traction by diametrical compression) and samples extracted from manufactured pressed board (test of bending and parallel compression to the surface), were used to evaluate the behavior of different mixtures of components (rice hush; RHA - rice husk ahs). The results of the mechanical tests showed, in general, there is not a statistical difference between the mixtures, which are associated with the chemical suppressive effect of the rice husk ash. The mixture of rice husk of 10 mm, with an addition of 35% of the rice husk ash, is notable for allowing the highest consumption of rice husk and rice husk ash, to reduce 25% the consumption of cement and to allow the storage (without emissions to the atmosphere), around 1.9 ton of CO2 per ton of cement consumed, thus contributing to the reduction of CO2 emissions, which can stimulate rural constructions under an ecological point of view.
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The point-centred quarter method (63 points) was applied in Porto Ferreira State Reserve (21º49'S and 47º25'W) in an area (1.08ha) on the right margin of Moji Guaçu river, including two woody individuals per quarter - one with DBH < 10cm and at least 130cm high, the other with DBH > 10cm. The results obtained were compared with those published by other authors for a riparian forest (Mata da Figueira) at Moji Guaçu Ecological Station (about 100 km upstream on the same river). At Porto Ferreira 107 species were found, of which 80 were exclusive, compared with the Mata da Figueira where of the 59 species listed, 31 were exclusive. The two area shared 27 common species, thus accounting for a low Sørensen similarity of 48.6%. The great environmental heterogeneity of the floodplains, as well as the degree of anthropic disturbance, could account for this floristic variation. The greatest numbers of species were shown by Leguminosae (20), Myrtaceae (17), Rutaceae (9), Euphorbiaceae (7), and Lauraceae, Meliaceae, Moraceae and Rubiaceae (6 species each). There appears to be little difference at the family level among the periodically flooded and non-flooded forests of the State of São Paulo, but the species show different degreees of preference for habitat. The floristic composition of the two areas presented a mixture of typical species with others of non-flooded forests. The latter would occur on the floodplain probably by a) adaptation of the root system to relatively short flooding periods; b) shorter periods of flooding on the higher points of the microrelief of the floodplain, and c) greater aeration due to running water.