Dimensionamento de uma rede coletora de esgoto - Parte 1

Parte 1 de um total de 3 videoaulas. Os materiais devem ser assistidos em sequência.

Dimensionamento de uma rede coletora de esgoto - Parte 2 - Exercício

Parte 2 de um total de 3 videoaulas. Os materiais devem ser assistidos em sequência.

Dimensionamento de uma rede coletora de esgoto - Parte 3

Parte 3 de um total de 3 videoaulas. Os materiais devem ser assistidos em sequência.

Dimensionamento de grade e caixa de areia

O material apresenta os principais elementos - conceitos teóricos, fórmulas e procedimentos - para dimensionar as grades na entrada de uma Estação de Tratamento de Esgoto (ETE) e a caixa de areia. (desarenador), considerando as recomendações exigidas pela norma.

Dimensionamento de rede de água potável

A videoaula exige conhecimento prévio em hidráulica.

Dimensionamento de rede de distribuição de água tipo ramificada

O vídeo aborda conceitos de hidráulica, ressalta tópicos sobre pressões exigidas (dinâmica e estática) recomendadas pela norma, apresenta um caso prático de rede ramificada e finaliza com dimensionamento de todas as variáveis e equações pertinentes a esse cálculo.

Pré-dimensionamento de vigas de betão armado de acordo com critérios de ductilidade

O dimensionamento de uma estrutura de betão armado depende em grande parte do tipo de metodologia de cálculo utilizado, sendo a análise não linear a que melhor reflete o comportamento da estrutura. Neste tipo de análise é preciso ter em conta alguns aspetos relativos à ductilidade como, a abertura de fendas, a formação de rótulas plásticas e as relações não lineares do material. Entende-se por ductilidade a capacidade de deformação da estrutura sem perda significativa de resistência após atingida a sua capacidade elástica. Esta pode ser quantificada através de diversos indicadores. No caso das vigas é corrente o uso do índice de ductilidade de flecha, que pode ser útil no pré-dimensionamento estrutural pois pode permitir aos projetistas pré-dimensionar vigas segundo um critério de ductilidade. Assim realizou-se uma pesquisa de maneira a identificar quais os fatores mais importantes na ductilidade de uma viga e através do programa cálculo de elementos finitos DIANA 9.4 simularam-se 162 vigas variando a percentagem de armadura mecânica total, o comprimento do vão, a altura útil da secção, a redistribuição de momentos e a classe de betão. Observou-se que o aumento da percentagem de armadura mecânica total origina uma diminuição no índice de ductilidade de cerca de 25% a cada incremento de 0.1 de percentagem de armadura mecânica total, a esbelteza provoca um aumento de 5% a cada 5 unidades no betão C30 e de 2 a 3% no betão C70 e a redistribuição de momentos provocou um aumento na ductilidade. Os resultados mostram que os fatores que mais influenciam na ductilidade das vigas são a percentagem mecânica de armadura total e a classe de resistência do betão, no entanto existem outras que deverão sofrer maior aprofundamento em trabalhos futuros como a utilização de armadura à compressão e os níveis de confinamento do betão.

Dimensionamento e sobreposição de nichos dos portunídeos (Decapoda, Brachyura), na Enseada da Fortaleza, Ubatuba, São Paulo, Brasil

The niche breadth of the Portunidae and their overlap on the subtidal sediments of Fortaleza bay, Ubatuba (São Paulo) was analyzed. Samples were made monthly from November/1988 to October/1989, inseven areas of the bay using a shrimp fishery boat equipped with two otter-trawls. Each area was characterized based on environmental factors such as depth, temperature, salinity, dissolved oxygen, organic matter and granulometric composition of the sediment. The number of individuais of each species was registered to each area (resource). Levins's standardized measure (BA) and niche percentage were calculated. Five species of swimming crabs were recorded in this study: Callinectes ornatus Ordway, 1863, Arenaeus cribrarius (Lamarck, 1818), Portunus spinimanus Latreille, 1819, Callinectes danae Smith, 1869 and Portunus spinicarpus (Stimpson, 1871). The widest ecological niche occurred to C. ornatus, present in all sampled areas (generalist species). Such fact can be related to high sediment tolerance when it is compared to P. spinimanus (especialist species) which was limited to the areas with coarse granulometric fractions. Highest niche overlap was verified between C. danae and A. cribrarius may be due to greater salinity tolerance of these species. The low occurrence of P. spinicarpus and its reduced niche size in Fortaleza Bay are due to association of this species to cold water currents (ACAS) more evidente in smaler depths during summer months. One future evaluation of the portunid diet can be useful to complement informations about this important aspect of the marine ecology.

Dimensionamento de amostras para monitoramento do ácaro da leprose Brevipalpus phoenicis (Geijskes, 1939) em citros

O controle do ácaro Brevipalpus phoenicis (Geijskes, 1939), transmissor do vírus da leprose, deve ser realizado quando sua população atinge o nível de ação, obtido pelo monitoramento de sua população, por meio de amostragens. Objetivou-se determinar o tamanho da amostra aceitável para estimar a população do ácaro, para posterior tomada de decisão. O experimento foi realizado na Fazenda Cambuhy, Matão - SP, no ano agrícola 2003-2004. Escolheu-se ao acaso um talhão da variedade Valência, com oito anos de idade, plantada no espaçamento 7x3,5m, com 2.480 plantas. Nesse talhão, foram inspecionados 1; 2; 3; 5; 10 e 100% das plantas, o que corresponde a 25; 50; 74; 124; 248 e 2.480 plantas, respectivamente, em caminhamento no sentido das linhas de plantio. Foram amostrados 3 frutos ou, na ausência destes, eram analisados ramos. de acordo com os resultados obtidos, observa-se que a porcentagem de erro na estimativa da média para a porcentagem de frutos com presença de ácaros, quando se amostra apenas 1% das plantas (25 plantas), é de 50%, ou seja, para uma infestação de 10%, a variação da porcentagem de frutos infestados estaria entre 5 e 15%, levando o produtor a subestimar ou a superestimar o nível de infestação, aumentando os gastos com pulverizações desnecessárias ou um controle ineficiente do ácaro. Para que o erro na amostragem fique dentro da situação aceitável, de 20 a 30% (em média 25%) de erro, deveriam ser amostradas 105 plantas. Na porcentagem de frutos com mais de 10 ácaros, verifica-se que, para a situação aceitável (20 a 30%), devem ser inspecionadas 540 plantas.

Parâmetros de dimensionamento para biodigestores batelada operados com dejetos de vacas leiteiras com e sem uso de inóculo

Conselho Nacional de Desenvolvimento Científico e Tecnológico (CNPq)

Modelos para análise e dimensionamento de painéis de alvenaria estrutural

The main objective of this thesis was the study of bracing panels of structural masonry, by applying the Finite Element Method and Strut and Tie Method. It was analyzed the following aspects: the effect of orthotropy on the behavior of the panels; distribution of horizontal forces between panels for buildings; comparison between Equivalent Frame and Finite Elements models; panels design with the Strut and Tie Method. The results showed that one should not disregard the orthotropy, otherwise this can lead to models stiffer than the real. Regarding the distribution of horizontal forces, showed that the disregard of lintels and shear deformation leads to significant differences in the simplified model. The results showed also that the models in Finite Element and Equivalent Frame exhibit similar behavior in respect to stiffness of panels and stress distribution over the sessions requested. It was discussing criteria for designing Strut and Tie Method models in one floor panels. Then, the theoretical strength these panels was compared with the rupture strength of panels tested in the literature. The theoretical maximum strength were always less than the rupture strength of the panels obtained in tests, due to the fact that the proposed model cannot represent the behavior of the masonry after the start of the panel cracking due to plasticization of the reinforcement

Dimensionamento do número de amostras para avaliação da fertilidade do solo

The determination of the amount of sample units that will compose the sample express the optimization of the workforce, and reduce errors inherent in the report of recommendation and evaluation of soil fertility. This study aimed to determine in three systems use and soil management, the numbers of units samples design, needed to form the composed sample, for evaluation of soil fertility. It was concluded that the number of sample units needed to compose the composed sample to determination the attributes of organic matter, pH, P, K, Ca, Mg, Al and H+Al and base saturation of soil vary by use and soil management and error acceptable to the mean estimate. For the same depth of collected, increasing the number of sample units, reduced the percentage error in estimating the average, allowing the recommendation of 14, 14 and 11 sample in management with native vegetation, pasture cultivation and corn, respectively, for a error 20% on the mean estimate.

Análise de desempenho na rede metropolitana de saúde da Universidade Federal do Rio Grande do Norte : um dimensionamento aplicado a telemedicina e a telessaúde utilizando QoS baseado no padrão IEEE 802.1Q

It s notorious the advance of computer networks in recent decades, whether in relation to transmission rates, the number of interconnected devices or the existing applications. In parallel, it s also visible this progress in various sectors of the automation, such as: industrial, commercial and residential. In one of its branches, we find the hospital networks, which can make the use of a range of services, ranging from the simple registration of patients to a surgery by a robot under the supervision of a physician. In the context of both worlds, appear the applications in Telemedicine and Telehealth, which work with the transfer in real time of high resolution images, sound, video and patient data. Then comes a problem, since the computer networks, originally developed for the transfer of less complex data, is now being used by a service that involves high transfer rates and needs requirements for quality of service (QoS) offered by the network . Thus, this work aims to do the analysis and comparison of performance of a network when subjected to this type of application, for two different situations: the first without the use of QoS policies, and the second with the application of such policies, using as scenario for testing, the Metropolitan Health Network of the Federal University of Rio Grande do Norte (UFRN)

Dimensionamento de sistemas de aterramento em linhas de transmissão para escoamento eficiente de correntes de surtos atmosféricos

This work presents in a simulated environment, to analyze the length of cable needed counterweight connected to ground rod, able to avoid the phenomenon of flashover return, back flashover, the insulator chains of transmission lines consisting of concrete structures when they are subjected to lightning standardized regarding certain resistivity values of some kinds of soil and geometric arrangements of disposal of grounding systems structures

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