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Submitted by Johnny Rodrigues (johnnyrodrigues@ufcg.edu.br) on 2018-10-02T15:59:06Z No. of bitstreams: 1 ADEMILSON MONTES FERREIRA - DISSERTAÇÃO PPGECA 1976..pdf: 19885507 bytes, checksum: d1ca0c059c79f92f4c6eed90665dcfc4 (MD5) / Made available in DSpace on 2018-10-02T15:59:06Z (GMT). No. of bitstreams: 1 ADEMILSON MONTES FERREIRA - DISSERTAÇÃO PPGECA 1976..pdf: 19885507 bytes, checksum: d1ca0c059c79f92f4c6eed90665dcfc4 (MD5) Previous issue date: 1976-05 / Esta pesquisa de laboratório trata da influência do tempo de percolação e do nível de acidez da água nas características de permeabilidade e resistência de um solo vermelho do Estado da Paraíba. Amostras estaticamente compactadas foram submetidas a percolação de agua por diversos tempos (24,48,7 2 e 96 horas), suas permeabilidades medidas a intervalos de 12 horas e seus parâmetros de resistência triaxial no fim dos vários tempos de percolação. Três níveis de acidez da agua de percolação foram usados, 3,25, 7,3 e 12,4. Equipamento constituído de moldes e um multipermeâmetro de nível constante foi projetado e construído para o estudo, e uma nova técnica para saturação das amostras utilizadas. 0 equipamento usado mostrou resultados estatisticamente aceitáveis e seu uso tem a vantagem de diminuir o tempo de ensaio. O coeficiente de permeabilidade variou in versamente com o pH da água de percolação. Tempo de percola ção por fluxo unidirecional causou uma diminuição de permeabilidade para qualquer dos níveis de acidez investigado. Os parâmetros de resistência em termos de coesão total e efetiva e ângulo de atrito são afetados pela acidez da água de percolação. Os valores de C e f diminuem quando o pH é diminuído de 7,3 para 3,25. Aumentando o pH para 12,4 ocorre um decréscimo adicional nos valores de C e Ø' . É feita uma interpretação qualitativa deste fenômeno. Um estudo piloto limitado dos efeitos da secagem na resistência ao cisalhamento do solo Sapê-Mari mostrou que a secagem por 6 horas a 609C aumenta os valores de C e diminui Ø' para todas as condições de tempo de percolação e nível de pH. / This laboratory investigation deals with the influence of seepage time and levei of acidity of water on the permeability and strength behaviour of a red soil from the State of Paraiba. Specimens statically compacted were subjected to water percolation for varying times (24, 48, 7 2 and 96 hours), their permeabilities measured at intervals of 12 hours and their triaxial strength parameters at the end of the various percolation times. Three leveis of acidity of the seepage water were used, i.e, 3.25, 7.3 and 12.4. Equipment consisting of molds and a multipermeameter of constant head were designed and constructed for the study, and a novel technique for saturation of specimens employed. It is shown that the equipment used provides statistically aceptable results and that its use has the advantaje of shortening the time of testing. The coeficient of permeability was found to vary inversely with the pH of the seepage water. Time of seepage by unidirectional flow caused a decrease of permeability for any of the acidity leveis investigated. The strength parameters in terms of total and efective cohesion and angle of internai friction are noticeably affected by the acidity of the seepage water. The values of C and Ø' decrease slightly when the pH is lowered from 7.3 to 3.25. Increasing the pH to 12.4 causes a further decrease in the values of C and Ø'. A qualitative interpretation of this phenomena is oferred. A limited pilot study of the effects of controlled drying on the shear strength of the Sapé-Mari soil showed that drying 6 hours at 6 09C increases the values of C and decrease 4>1 for ali the conditions of time of seepage and pH levei.

Les réservoirs dits « tight gas » sont constitués de grès de faible perméabilité ayant des propriétés petro-physiques susceptibles de nuire à la productivité du gisement. Une importante zone de transition est observée in situ dans laquelle ni l’eau ni le gaz ne sont suffisamment mobiles pour permettre une extraction industrielle : c’est ce que l’on appellera le « permeability jail ». Cette étude vise principalement à caractériser l’influence du chargement mécanique (via l’utilisation de différentes pressions de confinement) et de la nature des roches (roches provenant de différents puits et prélevées à différentes profondeurs) sur les courbes de perméabilité relative au gaz et les caractéristiques poro-mécaniques de ces roches. La porosité accessible à l’eau mesurée est de 2 à 12%. La perméabilité intrinsèque au gaz a mis en évidence de fortes disparités sans lien avec la porosité des échantillons. Une grande sensibilité de la perméabilité relative au confinement a été observée dès l’application de pressions de confinement de 15 à 30 MPa. Deux familles d’échantillons ont ainsi été identifiées. Les échantillons les plus perméables (perméabilité compris entre 100 – 1000 μD), sont peu sensibles au confinement et leur perméabilité relative ne chute qu’à partir de saturations de l’ordre de 50%. Les échantillons les moins perméables apparaissent beaucoup plus sensibles à la fois au confinement et à la saturation.Des méthodes classiquement utilisées dans le domaine pétrolier reposant sur l’interprétation d’essais de porosimétrie par intrusion mercure, ont également été mise en œuvre pour évaluer les perméabilités relatives et les comparer aux mesures expérimentales / So-called tight gas reservoirs are constituted of low permeability sandstones, which petro-physical properties may interfere with proper gas recovery. They have a low absolute permeability (below 0.1 mD under ambient conditions), a porosity lower than 10%, and a strong sensitivity to in situ stresses as compared to conventional reservoirs. Moreover, an important transition zone is observed in situ, where partial water saturation is present, and which may extend over several hundred meters over the free water table. In such zone, where water saturation is on the order of 40-50%, neither gas nor water seems sufficiently mobile for industrial extraction: this is the permeability jail. Our aim is to assess their actual petro-physical properties, namely porosity, gas permeability under varying hydrostatic stress and water saturation level, in relation with sandstone microstructure. Accessible water porosity measured is between 2 to 12%. The intrinsic permeability to gas did not appeared related to the porosity of samples. A high sensitivity of gas permeability to confinement was observed. Two families of samples were identified. The more permeable samples (permeability between 100-1000 μD), are relatively insensitive to confinement and their relative permeability decrease for water saturation higher than 50%. Less permeable samples appear much more sensitive to mechanical loading and saturation.Methods classically used in oil and gas industry based on the interpretation of mercury intrusion porosimetry tests have also been used to evaluate relative permeability and compared with experimental measurements

My work describes technology design of pervious concrete. The theoretical part contains a research about this kind of concrete usually from foreign authors. In general, I focused on the composition of the PC, aggregate grading curve, behaviour of concrete in fresh state, storing and compaction of concrete. A critical part is the aggregate grading curve – it plays the main role in the final level of water permeability. Further, we will go through the real world scenarios where we can use this type of concrete and also through the associated drawbacks. A substantial part of this work is about development of water-permeability test. The practical part shows variety of recipes with a list of measured and observed characteristics (compressive strength, frost resistence and water-permeability). The conclusion includes evaluation of the results and suggestions for future development in this area.

In den durchgeführten Versuchsreihen wurden die Wasserabsorption sowie die Gas- und Wasserpermeabilität sowohl an gerissenen als auch rissfreien Prüfkörpern aus textilbewehrtem Beton (TRC) untersucht. Eine deutliche Steigerung der Wasseraufnahme bei Proben mit unbeschichteten Textilien konnte mit Zunahme der Garnfeinheit beobachtet werden. Bei den gerissenen Proben besteht eine ausgeprägte Abhängigkeit der Transportraten von Flüssigkeiten und Gasen zu den relevanten Risscharakteristika (kumulative Risslänge, Rissbreite). Weiterhin sind Selbstheilungseffekte von feinen Rissen infolge einer zyklischen Wasserbeaufschlagung beobachtet worden. Hierbei kam es zu einer deutlichen Reduzierung der Transportraten sowohl für Wasser als auch für Gase. Eine speziell entwickelte Permeabilitätsmesskammer zur Durchführung von In- Situ-Messungen ermöglicht Untersuchungen zum Stofftransport unter axialer Zugbelastung bei verschiedenen Dehnungszuständen.

[pt] Campos de petróleo com gás não associado do tipo gás condensado possuem destaque pelo maior valor econômico agregado associado a seu recurso energético: a expressiva quantidade de condensado produzida, além do próprio gás. Porém, tais reservatórios possuem um comportamento termodinâmico particular, induzindo mudanças de composição e, consequentemente, fase ao longo do processo de produção por depleção. Nas condições de reservatório, por exemplo, pode ocorrer o fenômeno chamado de condensate blockage, em que bancos de condensado se formam, geralmente em regiões próximas aos poços, dificultando assim o escoamento e afetando a produção de gás. A fim de definirmos a melhor estratégia de gerenciamento de um projeto a ser implementado ao longo da explotação desse tipo de reservatório, uma ferramenta importante utilizada pelos engenheiros é a simulação numérica. Especialmente relacionadas à representação do fenômeno físico-químico citado, nas simulações se utilizam as curvas de permeabilidade relativa. Na realidade, porém, existe uma certa limitação de representatividade do fenômeno nos ensaios laboratoriais praticados pela indústria e os melhores insumos poderiam ser fornecidos por simulações em rede de poros, com modelos que representem a sua alteração com função das mudanças na tensão interfacial e na velocidade de escoamento ao longo do reservatório. A reprodução de uma simulação de escoamento em rede de poros para a escala mais próxima possível em uma simulação de simulador comercial de diferenças finitas é validada. Da simulação em rede de poros até a escala de campo praticada nas simulações de reservatórios, uma metodologia de scale-up é proposta, utilizando um processo de otimização, procurando ser fiel à curva de permeabilidade relativa original, em escala de microporo, obtida simulando fenomenologicamente o processo de condensação no reservatório, através de um modelo que reproduza sua dependência com a velocidade desenvolvida pelas fases em meio poroso. A comparação de produtividades na escala de campo e na evolução da saturação de condensado em regiões próximas aos poços foi apresentada para as três curvas de permeabilidade relativa utilizadas. Os resultados mostram que a metodologia proposta consegue ser mais fiel à influência da condensação no reservatório sobre a produtividade dos poços quando comparada ao insumo de curva de permeabilidade relativa de ensaio laboratorial que apresenta o condensado mais móvel. / [en] Oil fields with non-associated gas like gas condensate type stand out due to the higher added economic value associated with their energy resource: the significant amount of condensate produced, in addition to the gas itself. However, such reservoirs have a particular thermodynamic behavior, inducing changes in composition and, consequently, phase throughout the depletion production process. Under reservoir conditions, for example, the phenomenon called condensate blockage may occur, in which bridges of condensate are formed, usually in regions close to the wells, thus hindering flow and affecting gas production. In order to define the best management strategy for a project to be implemented throughout the exploitation of this type of reservoir, an important tool used by engineers is numerical simulation. The relative permeability curves are used in the simulations, especially related to the representation of the mentioned physical phenomenon. In reality, however, there is a specific limitation of representativeness of the phenomenon in the laboratory tests carried out by the industry, and the best inputs could be provided by simulations in a pore network, with models that represent its alteration as a function of changes in interfacial tension and flow velocity along the reservoir. The reproduction of a pore network flow simulation to the closest possible scale in a commercial finite difference simulation is validated. From the pore network simulation to the field scale practiced in reservoir simulations, a scale-up methodology is proposed, using an optimization process, seeking to be faithful to the original relative permeability curve, on a microporous scale, obtained by simulating phenomenologically the condensation process in the reservoir, using a model that reproduces its dependence on the velocity flow developed by the phases in a porous medium. The three relative permeability curves used were presented by comparing productivities at the field scale and the evolution of condensate saturation in regions close to the wells. The results show that the proposed methodology proves to be more faithful to the influence of condensation in the reservoir on the productivity of the wells when compared to the relative permeability curve input from the laboratory test, which presents the condensate with more mobility.

The vast majority of oil and gas reserves are trapped in fractured carbonate reservoirs. Most carbonate reservoirs are naturally fractured, with fractures ranging from millimeter- to kilometer-scale. These fractures create complex flow behaviors which impact reservoir characterization, production performance, and, eventually, total recovery. As we know, bridging the gas from plug to near-wellbore, eventually to field scales, is a persisting challenge in modeling Naturally Fractured Reservoirs (NFRs). This dissertation will focus on assessing the fundamental flow mechanisms in fractured rocks at the plug scale, understanding the governing upscaling parameters, and ultimately, developing fit-for-purpose upscaling tools for field-scale implementation. In this dissertation, we first focus on the upscaling of rock fractures under the laminar flow regime. A novel analytical model is presented by incorporating the effects of normal aperture, roughness, and tortuosity. We then investigate the stress-dependent hydraulic behaviors of rock fractures. A new and generalized theoretical model is derived and verified by a dataset collected from public experimental resources. In addition, an efficient coupled flow-geomechanics algorithm is developed to further validate the proposed analytical model. The physics of matrix-fracture interaction and fluid leakage is modeled by a high-resolution, micro-continuum approach, called extended Darcy-Brinkman-Stokes (DBS) equations. We observe the back-flow phenomena for the first time. Machine learning is then implemented into our traditional upscaling work under complex physics (e.g., initial and Klinkenberg effects). We finally consolidate the lab-scale upscaling tools and scale them up to the field scale. We develop a fully coupled hydro-mechanical model based on the Discrete-Fracture Model (DFM) in fractured reservoirs, in which we incorporate localized effects of fracture roughness at the field-scale.

One of the most important aspects for all life on this planet is the act to keep their biological processes in a state where they do not reach equilibrium. One part in the upholding of this imbalanced state is the barrier between the cells and their surroundings, created by the cell membrane. Additionally, terrestrial animal life often requires a barrier that protects the organism's body from external hazards and water loss. As an alternative to experiments, the investigation of the processes occurring at these barriers can be performed by using molecular dynamics simulations. Through this method we can obtain an atomistic description of the dynamics associated with events that are not accessible to experimental setups.  In this thesis the first paper presents an improved particle-mesh Ewald method for the calculation of long-range Lennard-Jones interactions in molecular dynamics simulations, which solves the historical performance problem of the method. The second paper demonstrate an improved implementation, with a higher accuracy, that only incurs a performance loss of roughly 15% compared to conventional simulations using the Gromacs simulation package. Furthermore, the third paper presents a study of cholesterol's effect on the permeation of six different solutes across a variety of lipid bilayers. A laterally inhomogeneous permeability in cholesterol-containing membranes is proposed as an explanation for the large differences between experimental permeabilities and calculated partition coefficients in simulations. The fourth paper contains a coarse-grained simulation study of a proposed structural transformation in ceramide bilayer structures, during the formation of the stratum corneum. The simulations show that glycosylceramides are able to stabilize a three-dimensionally folded bilayer structure, while simulations with ceramides collapse into a lamellar bilayer structure. / <p>QC 20160308</p>

Permeability is an important property of a porous medium and it controls the flow of fluid through the medium. Particle characteristics are known to affect the value of the permeability. However, experimental investigation of the effects of these particle characteristics on the value of permeability is time-consuming while analytical predictions have been reported to overestimate it leading to inefficient design. To overcome these challenges, there is the need for the development of new models that can predict permeability based on input variables and process conditions. In this research, data from experiments, Computational Fluid Dynamics (CFD) and literature were employed to develop new models using Multivariate Regression (MVR) and Artificial Neural Networks (ANNs). Experimental measurements of permeability were performed using high and low shear separation processes. Particles of talc, calcium carbonate and titanium dioxide (P25) were used in order to study porous media with different particle characteristics and feed concentrations. The effects of particle characteristics and initial stages of filtration as well as the reliability of filtration techniques (constant pressure filtration, CPF and constant rate filtration, CRF) were investigated. CFD simulations were also performed of porous media for different particle characteristics to generate additional data. The regression and ANN models also included permeability data taken from reliable literature sources. Particle cluster formation was only found in P25 leading to an increase of permeability especially in sedimentation. The constant rate filtration technique was found more suitable for permeability measurement than constant pressure. Analyses of data from the experiments, CFD and correlation showed that Sauter mean diameter (ranging from 0.2 to 168 μm), the fines ratio (x50/x10), particle shape (following Heywood s approach), and voidage of the porous medium (ranging from 98.5 to 37.2%) were the significant parameters for permeability prediction. Using these four parameters as inputs, performance of models based on linear and nonlinear MVR as well as ANN were investigated together with the existing analytical models (Kozeny-Carman, K-C and Happel-Brenner, H-B). The coefficient of correlation (R2), root mean square error (RMSE) and average absolute error (AAE) were used as performance criteria for the models. The K-C and H-B are two-variable models (Sauter mean diameter and voidage) and two variables ANN and MVR showed better predictive performance. Furthermore, four-variable (Sauter mean diameter, the x50/x10, particle shape, and voidage) models developed from the MVR and ANN exhibit excellent performance. The AAE was found with K-C and H-B models to be 35 and 40%, respectively while the results of using ANN2 model reduced the AAE to 14%. The ANN4 model further decreased the AAE to approximately 9% compared to the measured results. The main reason for this reduced error was the addition of a shape coefficient and particle spread (fine ratio) in the ANN4 model. These two parameters are absent in the analytical relations, such as K-C and H-B models. Furthermore, it was found that using the ANN4 (4-5-1) model led to increase in the R2 value from 0.90 to 0.99 and significant decrease in the RMSE value from 0.121 to 0.054. Finally, the investigations and findings of this work demonstrate that relationships between permeability and the particle characteristics of the porous medium are highly nonlinear and complex. The new models possess the capability to predict the permeability of porous media more accurately owing to the incorporation of additional particle characteristics that are missing in the existing models.

Thesis (MScMedSc)--Stellenbosch University, 2012. / Includes bibliography / ENGLISH ABSTRACT: In this thesis, research results are reported on the role of dipalmitoyl phosphatidyl choline (DPPC) and DPPC-liposomes on the in vitro permeability characteristics of various antimycobacterial drugs across porcine bronchial tissue. The permeability flux values of the different compounds (isoniazid, ofloxacin and moxifloxacin) and their relevant DPPC formulations were determined using a continuous flow through perfusion system. Mean steady state flux values were compared statistically by means of a t-test at a significance level of 5% as well as an F-test using whole curve comparisons. The results indicated that the different formulations of drug and their DPPC combinations retard the permeation of drug through bronchial tissue. However, moxifloxacin permeation was significantly enhanced when in a DPPC-liposomal formulation. These results demonstrate the important role that molecular weight, electrostatic charge, partitioning of the molecules in DPPC and DPPC-liposomes play in transmembrane diffusion. In addition, the effect of individual drugs and their DPPC combinations on the surface tension lowering property of DPPC was evaluated. The results obtained showed minimal decreases in the surface tension lowering capability of DPPC; however, the minimal increases in surface tension do not alter the integrity of DPPC to a large extent. Drug susceptibility testing of Mycobacterium tuberculosis cultures against the individual antitubercular drugs and their DPPC combinations was done by using the Radiometric BACTEC 460TB™ system. Drug-entrapped DPPC liposomes were tested at concentrations comparable to their relative minimum inhibitory concentrations (MIC). The results for the BACTEC assay indicated that the mycobacteria were susceptible to the developed drug entrapped liposomes; of which their encapsulation efficiencies for the relevant drugs were approximately ± 50%. It was concluded that drug-entrapped DPPC liposomes could fulfill the dual role of pulmonary drug delivery and alveolar stabilization due to antiatelectatic effect of DPPC which can improve the distribution of anti-tubercular drugs in the lung / AFRIKAANSE OPSOMMING: Hierdie tesis doen verslag oor navorsingsresultate met betrekking tot die rol van dipalmitoïel-fosfatidiel-cholien (DPPC) en DPPC-liposome in die in vitro-permeasiekenmerke van verskeie antimikobakteriese middels oor vark- brongiale weefsel. Die permeasievloedwaardes van die verskillende verbindings (isoniasied, ofloksasien en moksifloksasien) en hul betrokke DPPC-formules is met behulp van ’n deurlopende-deurvloei-perfusiestelsel bepaal. Gemiddelde vloedwaardes in ’n bestendige staat is statisties vergelyk met behulp van ’n t-toets op ’n beduidendheidsvlak van 5%, sowel as ’n F-toets met behulp van heelkurwevergelykings. Die resultate dui daarop dat die verskillende middelformules en hul DPPC-kombinasies middelpermeasie oor brongiale weefsel vertraag. Tog is die permeasie van moksifloksasien aansienlik versterk in ’n DPPC-liposomale formule. Hierdie resultate bevestig die belangrike rol van molekulêre gewig, elektrostatiese lading, die verdeling van molekules in DPPC sowel as DPPC-liposome in transmembraandiffusie. Daarbenewens is die uitwerking van individuele middels en hul DPPC-kombinasies op die oppervlakspanningsverligtingsvermoë van DPPC beoordeel. Die resultate toon minimale afnames in die oppervlakspanningsverligtingsvermoë van DPPC. Die minimale toenames in oppervlakspanning het egter meestal geen noemenswaardige effek op die integriteit van DPPC gehad nie. Voorts is die vatbaarheid van Mycobacterium tuberculosis-kwekings vir die individuele anti-tuberkulêre middels en hul DPPC-kombinasies met behulp van die radiometriese BACTEC 460TB™-stelsel getoets. Middel-ingeslote DPPC-liposome is getoets in konsentrasies wat met hul relatiewe minimum inhibisiekonsentrasies (MIK) vergelyk kan word. Die resultate van die BACTEC-toets toon dat die mikobakterieë vatbaar was vir die ontwikkelde middel-ingeslote liposome, met ’n enkapsuleringsdoeltreffendheid van ongeveer 50% vir die betrokke middels. Die studie kom tot die gevolgtrekking dat middel-ingeslote DPPC-liposome die dubbele rol van pulmonêre middel-lewering en alveolêre stabilisering kan vervul weens die anti-atelektatiese werking van DPPC, wat die verspreiding van anti-tuberkulêre middels in die long kan verbeter.