Submitted by Automa??o e Estat?stica (sst@bczm.ufrn.br) on 2016-05-30T20:51:39Z No. of bitstreams: 1 SheylaKarolinaJustinoMarques_TESE.pdf: 3208408 bytes, checksum: deb5c88ae07d8787c4800ec09fd2eee8 (MD5) / Approved for entry into archive by Arlan Eloi Leite Silva (eloihistoriador@yahoo.com.br) on 2016-06-01T00:25:48Z (GMT) No. of bitstreams: 1 SheylaKarolinaJustinoMarques_TESE.pdf: 3208408 bytes, checksum: deb5c88ae07d8787c4800ec09fd2eee8 (MD5) / Made available in DSpace on 2016-06-01T00:25:48Z (GMT). No. of bitstreams: 1 SheylaKarolinaJustinoMarques_TESE.pdf: 3208408 bytes, checksum: deb5c88ae07d8787c4800ec09fd2eee8 (MD5) Previous issue date: 2015-01-22 / O presente trabalho consiste no estudo das caracter?sticas e propriedades tecnol?gicas de tijolos res?duo-cimento maci?os e vazados, formulados a partir de misturas bin?rias e tern?rias de cimento Portland, cascalho proveniente da perfura??o de po?os de petr?leo, com e sem adi??o de cinza do baga?o de cana-de-a?ucar que poder?o ser utilizados pela ind?stria, com o objetivo de melhorar seu desempenho, diminuir seu custo e aumentar sua vida ?til. Os tijolos de solo-cimento constituem uma das alternativas para a constru??o em alvenaria. Esses elementos, ap?s pequeno per?odo de cura, garantem resist?ncia ? compress?o simples similar ? dos tijolos maci?os e blocos cer?micos, sendo a resist?ncia tanto mais elevada quanto maior for ? quantidade de cimento empregada. Foi utilizado cimento CPIIZ-32, res?duo de cascalho de perfura??o de po?os de petr?leo proveniente da perfura??o de po?os Onshore, no munic?pio de Mossor?/RN, fornecido pela Petrobras e cinzas do baga?o de cana-de-a??car. Para a determina??o da mistura ?tima, estudou-se a inclus?o de teores de CBC (2%; 4%; 6%; e 8%) onde foram confeccionados 18 corpos-de-prova. A avalia??o dos tijolos confeccionados foi feita a partir de ensaios de compress?o simples, perda de massa por imers?o e absor??o de ?gua. Os resultados experimentais comprovaram a efici?ncia e o elevado potencial de utiliza??o do res?duo proveniente da perfura??o de po?os de petr?leo e cinza do baga?o de cana-de-a??car, tornando o tijolo res?duo-cimento com uma maior resist?ncia mec?nica e menor absor??o de ?gua. / In recent years the construction industry is a major world representation in the consumption of natural resources and generation of wastes which lead to a greater environmental impact. Thus, it is of fundamental importance to planning the consumption of non-renewable natural resources, in addition to waste management, reuse and incorporate them in the process of manufacturing new materials. The present work is the study of the characteristics and technological properties of solid waste-cement bricks and cast formulated from binary and ternary mixtures cement Portland, gravel from the oil well drilling, with and without addition of cane sugar ashes residue that can be used by industry, with the goal of improving performance, reducing cost and increasing its useful life. Was used CPIIZ-32 cement, drill cuttings residue of oil wells from drilling onshore wells in the municipality of Mossor? / RN, supplied by Petrobras and ashes of sugarcane bagasse. To determine the optimum mix was used to study the inclusion of gray levels (2%, 4%, 6% and 8%) where bodies were prepared 18-specimens for each formulation. The evaluation was made of bricks made from simple compression tests, weight loss by immersion and water absorption. The experimental results have proved the efficiency and the high potential for use of drill cuttings and ash cane bagasse, making the brick-cement residue with a higher strength and lower water absorption. The best result in terms of mechanical strength and water absorption, both for the binary and ternary blend formulation was 86% gravel, 12% cement and 2% ash.

Made available in DSpace on 2014-12-17T14:09:10Z (GMT). No. of bitstreams: 1 ClovisDF_TESE_partes_autorizadas.pdf: 2764652 bytes, checksum: e400922c312c00169022c2f987a6d8b7 (MD5) Previous issue date: 2010-08-13 / The development of oil wells drilling requires additional cares mainly if the drilling is in offshore ultra deep water with low overburden pressure gradients which cause low fracture gradients and, consequently, difficult the well drilling by the reduction of the operational window. To minimize, in the well planning phases, the difficulties faced by the drilling in those sceneries, indirect models are used to estimate fracture gradient that foresees approximate values for leakoff tests. These models generate curves of geopressures that allow detailed analysis of the pressure behavior for the whole well. Most of these models are based on the Terzaghi equation, just differentiating in the determination of the values of rock tension coefficient. This work proposes an alternative method for prediction of fracture pressure gradient based on a geometric correlation that relates the pressure gradients proportionally for a given depth and extrapolates it for the whole well depth, meaning that theses parameters vary in a fixed proportion. The model is based on the application of analytical proportion segments corresponding to the differential pressure related to the rock tension. The study shows that the proposed analytical proportion segments reaches values of fracture gradient with good agreement with those available for leakoff tests in the field area. The obtained results were compared with twelve different indirect models for fracture pressure gradient prediction based on the compacting effect. For this, a software was developed using Matlab language. The comparison was also made varying the water depth from zero (onshore wellbores) to 1500 meters. The leakoff tests are also used to compare the different methods including the one proposed in this work. The presented work gives good results for error analysis compared to other methods and, due to its simplicity, justify its possible application / O desenvolvimento da perfura??o de po?os de petr?leo requer cuidados adicionais principalmente se a perfura??o for mar?tima em l?mina d ?gua ultraprofunda, o que levam a baixos gradientes de sobrecarga, ocasionando baixos gradientes de fratura e, conseq?entemente, dificultando as opera??es de perfura??o pela redu??o da janela operacional. Para minimizar as dificuldades enfrentadas pela perfura??o nesses cen?rios, na fase de planejamento, s?o utilizados modelos indiretos para estimativa do gradiente de fratura, que podem prev? valores aproximados dos testes de absor??o. Esses modelos geram perfis de geopress?o que permitem a an?lise detalhada do comportamento das press?es em todo o intervalo do po?o. A maioria dos modelos tem como base a equa??o de Terzaghi, diferenciando apenas na determina??o dos valores do coeficiente de tens?o da matriz da rocha. Este trabalho prop?e uma forma alternativa diferente, para se estimar o gradiente de fratura, por meio de uma correla??o geom?trica que relaciona proporcionalmente os gradientes de press?o para cada profundidade em todo o intervalo do po?o. As grandezas envolvidas variam em uma mesma propor??o em todo intervalo do po?o. O modelo baseia-se na aplica??o da propor??o ?urea do segmento sobre o diferencial de press?o correspondente ? tens?o da matriz. O estudo mostra que a propor??o ?urea encontra valores de gradiente de fratura com grande aproxima??o dos valores de testes de absor??o dispon?veis da ?rea. Os resultados obtidos foram comparados com doze modelos indiretos distintos que estimam gradiente de fratura baseados no efeito da compacta??o. Para isto, um programa em linguagem Matlab foi desenvolvido. A compara??o tamb?m foi feita com a varia??o de l?minas d ?gua variando de zero (para po?os terrestres, por exemplo) a 1500 m. A medida da precis?o para avalia??o de cada m?todo toma como referencial os valores de testes de absor??o e ? feita atrav?s do erro relativo percentual. A precis?o mostrada nos valores apresentados na an?lise de erro e a forma bastante simples do modelo proposto mostram que ? justific?vel a sua aplica??o

Submitted by Sandra Pereira (srpereira@ufrrj.br) on 2017-04-20T13:29:23Z No. of bitstreams: 1 2016 - Rafael Veloso Patr?cio.pdf: 9711857 bytes, checksum: 5f7e5b198769c9a633040fd42126df03 (MD5) / Made available in DSpace on 2017-04-20T13:29:23Z (GMT). No. of bitstreams: 1 2016 - Rafael Veloso Patr?cio.pdf: 9711857 bytes, checksum: 5f7e5b198769c9a633040fd42126df03 (MD5) Previous issue date: 2016-08-24 / Funda??o de Apoio a Pesquisa Cient?fica e Tecnol?gica da UFRRJ-FAPUR / Controling of downhole pressure is essential for a safety process of oil well drilling. In a permeable formation, fluids from reservoir come into the annulus region (wellbore) when the downhole pressure is below pore pressure, featuring a disorder called kick. Literature reports some mathematical models developed to predict the behavior of the wellbore in presence of gas kick, however, there are few works reporting control and experiments. By this reason, it was built an experimental plant in order to study system?s behavior during fluid inlet (gas) from reservoir to annulus, and then, sought to develop a control strategy able to mitigate this disorder, without shut-in the well. A strategy with reconfiguration of the control law feedback?feedforward was designed to reject disturbance (gas inlet in the annular), to ensure the drilling within the operating window. Parallelly,simulation studies were developed which are: the construction of mathematical model, validated by the employment of the experimental unit, and the implementation of control based on reconfiguration of control law. / O controle da press?o anular de fundo ? fundamental para que a perfura??o de po?os de petr?leo seja feita de forma segura. Em uma forma??o perme?vel, fluidos do reservat?rio migram para a regi?o anular quando a press?o anular de fundo est? abaixo da press?o de poros, caracterizando o dist?rbio denominado kick. A literatura reporta alguns modelos matem?ticos desenvolvidos para prever o comportamento do po?o na presen?a de kick de g?s, por?m poucos s?o os trabalhos abordando controle e experimentos. A partir desta motiva??o, foi constru?do uma planta experimental para estudar o comportamento do sistema durante a entrada de fluido (g?s) do reservat?rio no anular, e assim, buscou-se desenvolver uma estrat?gia de controle que mitigue tal dist?rbio sem a necessidade do fechamento total do po?o. Uma estrat?gia com reconfigura??o da lei de controle feedback?feedforward foi desenvolvida para rejeitar a perturba??o (entrada de g?s no anular), visando assegurar a perfura??o dentro da janela operacional. Paralelamente, foram desenvolvidos estudos de simula??o quais sejam: a constru??o de um modelo matem?tico, validado empregando-se a unidade experimental, e a implanta??o de controle baseado em reconfigura??o da lei de controle

Made available in DSpace on 2014-12-17T14:06:57Z (GMT). No. of bitstreams: 1 SheylaKJM_DISSERT.pdf: 2022444 bytes, checksum: 199284d45ddc8db628d0e2f45da9a7e8 (MD5) Previous issue date: 2011-01-17 / Coordena??o de Aperfei?oamento de Pessoal de N?vel Superior / The present work is to study the characteristics and technological properties of soil-cement bricks made from binary and ternary mixtures of Portland cement, sand, water, with or without addition of gravel from the drilling of oil wells, which could be used by industry, aiming to improve its performance and reduce cost by using the residue and, consequently, increasing its useful life. The soil-cement bricks are one of the alternatives to masonry construction. These elements, after a short curing period, provide compressive strength similar to that of solid bricks and ceramic blocks, and the higher the resistance the higher the amount of cement used. We used the soil from the city of S?o Jos? do Mipibu / RN, the banks of the River Baldun, cement CPIIZ-32 and residue of drill cuttings from oil wells drilling onshore wells in the town of Mossley, RN, provided Petrobras. To determine the optimum mix, we studied the inclusion of different residues (100%, 80%, 70%, 60% and 50%) where 15 bodies were made of the test piece. The assessment was made of bricks made from simple compression tests, mass loss by immersion and water absorption. The experimental results proved the efficiency and high utilization of the waste from the drilling of oil wells, making the brick-cement-soil residue with a higher strength and lower water absorption. The best result in terms of mechanical strength and water absorption for the ternary mixture was 10% soil, 14% cement and 80% residue. In terms of binary mixtures, we obtained the best result for the mix-cement residue, which was 14% cement incorporated in the residue / O presente trabalho consiste no estudo das caracter?sticas e propriedades tecnol?gicas de tijolos solo-cimento formulados a partir de misturas bin?rias e tern?rias de cimento Portland, areia, ?gua, com e sem adi??o de cascalho proveniente da perfura??o de po?os de petr?leo, que poder?o ser utilizados pela ind?stria, com o objetivo de melhorar seu desempenho e diminuir seu custo utilizando o res?duo e, conseq?entemente, aumentando sua vida ?til. Os tijolos de solo-cimento constituem uma das alternativas para a constru??o em alvenaria. Esses elementos, ap?s pequeno per?odo de cura, garantem resist?ncia ? compress?o simples similar ? dos tijolos maci?os e blocos cer?micos, sendo a resist?ncia tanto mais elevada quanto maior for ? quantidade de cimento empregada. Foi utilizado o solo proveniente do Munic?pio de S?o Jos? do Mipib?/RN, as margens do Rio Baldun, cimento CPIIZ-32 e res?duo de cascalho de perfura??o de po?os de petr?leo proveniente da perfura??o de po?os Onshore, no munic?pio de Mossor?/RN, fornecido pela Petrobras. Para a determina??o da mistura ?tima, estudou-se a inclus?o de teores de res?duos diferenciados (100%; 80%; 70%; 60% e 50%) onde foram confeccionados 15 corpos-de-prova. A avalia??o dos tijolos confeccionados foi feita a partir de ensaios de compress?o simples, perda de massa por imers?o e absor??o de ?gua. Os resultados experimentais comprovaram a efici?ncia e o elevado potencial de utiliza??o do res?duo proveniente da perfura??o de po?os de petr?leo, tornando o tijolo de solo-cimento-res?duo com uma maior resist?ncia mec?nica e menor absor??o de ?gua. O melhor resultado, em termos de resist?ncia mec?nica e absor??o d ?gua, para a mistura tern?ria, foi de 10% de solo, 14% de cimento e 80% de res?duo. Em termos de misturas bin?rias, obteve-se o melhor resultado para a combina??o cimento-res?duo, que foi de 14% de cimento incorporado no res?duo