La mesure et le contrôle du pouls et du flux sanguin en continu sont d'importants paramètres pour l'évaluation de signes essentiels physiologiques sur la condition de santé d'un individu. Les dispositifs commerciaux existants, ainsi que les méthodes de recherche ou utilisées dans le milieu médical exigent un bon contact électrique ou optique pour obtenir cette mesure en continu. Pendant ces travaux de recherche, une méthode originale non invasive de mesure du rythme cardiaque fondée sur la perturbation localisée d'un champ magnétique au passage du flux sanguin a été développée, permettant l'acquisition des signaux à travers les vêtements, la transpiration, les salissures ou autres polluants dans l'environnement proche du capteur. Cette méthode est appelée la Signature Sanguine par Modulation Magnétique (MMSB) et les mesures ont été accomplies sur de multiples individus. Le système a été modélisé mathématiquement et simulé dans un environnement multiphysique, puis validé par l'utilisation des données expérimentales. Les résultats de mesure, en utilisant la méthode MMSB, pour le pouls et le flux sanguin ont été comparés et se trouvent bien corrélés, avec les résultats obtenus grâce à d'autres instruments. De plus, deux dispositifs ont été développés et sont en cours de commercialisation, pour des applications de vie quotidienne / Continuous pulse rate, blood pressure and blood flow monitoring are important for the assessment of physiological vital signs as these are able to provide continuous feedback on the health condition of an individual. Existing commercial, medical and research methods to continuously acquire such these physiological vital signs require good electrical or optical contact. During this research, a magnetic based sensing method, at room temperature, for blood pulse, flow and pressure is developed to achieve data acquisition through fabric, environmental contaminants and body-fluids. This method is named Modulated Magnetic Signature of Blood (MMSB) and physical measurements were conducted on multiple subjects, mathematically modelled and simulated in a multi-physics environment with verification through use of measurement data. Measurement results, using MMSB, for blood pressure and blood flow were compared, and found to be well correlated, with lifestyle device and medical research instruments respectively. In addition, two devices are developed, and are in the midst of commercialization, to support lifestyle applications

Made available in DSpace on 2016-12-23T14:08:13Z (GMT). No. of bitstreams: 1 luiz fernando lavezzo.pdf: 2560237 bytes, checksum: 622accd559bcb34b4ded5fe0495d5d69 (MD5) Previous issue date: 2010-04-09 / This work is dedicated to the reference measurement of liquid flow aiming to deal with the peculiarities related to the subject, which reach great importance in commercial transactions involving typical interests of the oil industry. The flow measurement process however is not deterministic and involves a large number of variables that contributes to the doubt about of the real value that it proposes to measure. Such variables, which contribute to uncertainty in measurement, include a lot of aspects such constructive feature meter, fluid properties, environmental conditions and operator ability, for instance. This work presents a prototype project of a laboratorial scale ball prover, experimentally evaluate its performance, aiming to point out its alignment with the requirements established by the norms, considering the uncertainties in the measurement and the contribution of different lengths. Otherwise, it is procedured a comparison with a turbine meter calibrated by the manufacturer. / Este estudo se dedica à medição referencial de vazão de líquidos com o propósito de se lidar com as características específicas do funcionamento de um medidor, que tem suma importância nos interesses envolvendo transações comerciais na indústria de petróleo. O processo de medição de vazão envolve diversas variáveis que contribuem para a incerteza do real valor que se propõe medir. Estas variáveis vão desde características construtivas do medidor, propriedades do fluido a ser medido, das condições ambientais e perícia do operador. A proposta deste estudo é apresentar um projeto de protótipo laboratorial de medidor de referência tipo ball prover, avaliar experimentalmente seu desempenho e buscar se alinhar com os requisitos estabelecidos pelas normas. As incertezas inerentes à medição e sua contribuição em diferentes trechos será avaliada através de comparações com um medidor do tipo turbina, calibrado pelo fabricante.

Producing electricity from marine renewable resources is a research area that develops continuously. The field of tidal energy is on the edge to progress from the prototype stage to the commercial stage. However, tidal resource characterization, and the effect of tidal turbines on the flow, is still an ongoing research area in which this thesis aims to contribute. In this thesis, measurements of flow velocities have been performed at three kinds of sites. Firstly, a tidal site has been investigated for its resource potential in a fjord in Norway. Measurements have been performed with an acoustic Doppler current profiler to map the spatial and temporal characteristics of the flow. Results show that currents are in the order of 2 m/s in the center of the channel. Furthermore, the flow is highly bi-directional between ebb and flood flows. The site thus has potential for in-stream energy conversion. Secondly, a river site serves as an experimental site for a marine current energy converter that has been designed at Uppsala University and deployed in Dalälven, Söderfors. The flow rate at the site is regulated by an upstream hydro power plant, making the site suitable for experiments on the performance of the vertical axis turbine in a natural environment. The turbine was run in steady discharge flows and measurements were performed to characterize the extent of the wake. Lastly, at an ocean current site, the effect that transiting ferries may have on submerged devices was investigated. Measurements were conducted with two sonar systems to obtain an underwater view of the wake caused by a propeller and a water jet thruster respectively. Furthermore, the variability of the intermittent renewable sources wind, solar, wave and tidal energy was investigated for the Nordic countries. All of the sources have distinctly different variability features, which is advantageous when combining power generated from them and introducing it on the electricity grid. Tidal variability is mainly due to four aspects: the tidal regime, the tidal cycle, local bathymetry causing turbulence, asymmetries etc. and weather effects. Models of power output from the four sources was set up and combined in different energy mixes for a “highly renewable” and a “fully renewable” scenario. By separating the resulting power time series into different frequency bands (long-, mid-, mid/short-, and short-term components) it was possible to minimize the variability on different time scales. It was concluded that a wise combination of intermittent renewable sources may lower the variability on short and long time scales, but increase the variability on mid and mid/short time scales. The tidal power variability in Norway was then investigated separately. The predictability of tidal currents has great advantages when planning electricity availability from tidal farms. However, the continuously varying tide from maximum power output to minimum output several times per day increases the demand for backup power or storage. The phase shift between tidal sites introduces a smoothing effect on hourly basis but the tidal cycle, with spring and neap tide simultaneously in large areas, will inevitably affect the power availability.

Wider bike facilities intuitively accommodate a greater number of cyclists in the same amount of time, but specific queue discharge characteristics associated with varying widths and/or types of bike facilities have not been thoroughly documented. The focus of this research analyzed queues of cyclists at four signalized intersections in Portland, OR with varying widths on the approach and downstream intersection legs. A total of 2,820 cyclists within 630 groups of queued cyclists were observed at five different intersection layouts in Portland, Oregon. The layouts consisted of: a standard bike lane six feet wide connecting bicyclists to a standard bike lane six feet wide, a standard bike lane five feet wide connecting bicyclists to two standard bike lanes each five feet wide, a buffered bike lane 12 feet wide connecting bicyclists to a standard bike lane 6.5 feet wide, a bike box 21 feet wide connecting bicyclists to a buffered bike lane 10 feet wide, and a bike box 15 feet wide connecting bicyclists to two standard bike lanes each five feet wide. For each configuration, the following aspects were analyzed: average headway per cyclist within each queue, the time required for queues to enter the intersection, the time required for queues to clear the intersection, the number of cyclists within queues, the width of the bicycle facilities, the approach grade, and the utilization of a bike box at the intersection approach if it was present. The first major focus of the analysis reviewed the average headway values associated with each observed queue of cyclists. The queue size with the lowest mean of the average headway was for groups of seven cyclists with an average headway of approximately 0.8 seconds per cyclist. For queues larger than seven in size, the mean of the average headway remained relatively stable until queues of 12 in size and started to slightly increase toward approximately 1.0 seconds for queues larger than 12 cyclists. In addition, it appears that utilization of a bike box has a potential relationship with a reduced average headway as compared to queues that do not utilize a bike box. The associated reduction in the mean of the average headway was approximately 0.2 to 0.3 seconds per cyclist for queues of three or more in size. The second major focus of the analysis reviewed the queue discharge rate associated with each observed queue of cyclists. The results appear to potentially indicate that wider bike facilities approaching an intersection, wider receiving bike facilities, or utilization of a bike box generally discharge queues of bicyclists into the intersection over a shorter amount of time as compared to facilities that are narrower or underutilized. The installation of a bike box at one of the study intersections increased the approach width from five to 15 feet and resulted in consistently lower average discharge times for all queue sizes, a reduction of greater than one second for queues of two cyclists to as much as about four seconds for queues of nine cyclists. The third major focus of the analysis reviewed the intersection clearance time associated with each observed queue of cyclists. The results appear to potentially indicate that wider bike facilities approaching an intersection, wider receiving bike facilities, or utilization of a bike box generally clear queues of bicyclists through the intersection over a shorter amount of time as compared to facilities that are narrower or underutilized.

Positron Emission Tomography (PET) is frequently used for medical imaging. Maturity and flexibility of PET as an imaging technique has expanded its utility beyond the medical domain. It can be used as a tool for fluid flow studies in opaque fluids and for flow within complex geometry where conventional optical flow measurement approaches fail. This study explores the capabilities of PET as flow measurement tool suited to validation of computational fluid dynamic (CFD) predictions. The MicroPET P4 scanner was used to image the diffusion process in flow around a rod bundle geometry similar to that found in a nuclear reactor fuel assembly. The PET data are compared with results from COMSOL CFD simulation and dye injection images. PET image resolution, acquisition speed and sensitivity are also examined in the context of flow measurement.

This study is an experimental research to formulate the discharge over sharp-crested rectangular weirs. Firstly, a series of measurements on different weir heights were conducted to find the minimum weir height for which channel bed friction has no effect on discharge capacity. After determining the appropriate weir height, weir width was reduced to collect data on discharge-water head over weir relationship for a variety of different weir openings. Then, the data was analyzed through regression analysis along with utilization of global optimization technique to reach the desired formulation for the discharge. By taking advantage of a newly-introduced &ldquo / weir velocity&rdquo / concept, a simple function was eventually detected for the discharge where no discharge coefficient was involved. The behavior of the weir velocity function obtained in the present study illustrates the transition between the fully contracted and partially contracted weirs. In addition, the proposed weir velocity formulation is simple and robust to calculate the discharge for full range of weir widths.

Knowledge of fracture orientation and density is significant for reservoir and aquifer characterization. In this study, field experiments are designed to estimate fracture parameters in situ from seismic and GPR (radar) data. The seismic experiment estimates parameters of orientation, density, and filling material. The GPR experiment estimates channel flow geometry and aperture. In the seismic study, lines of 2D data are acquired in a vertically fractured limestone at three different azimuths to look for differences in seismic velocities. A sledgehammer, vertical source and a multicomponent, Vibroseis source are used with multicomponent receivers. Acquisition parameters of frequency, receiver spacing and source-to-receiver offset are varied. The entire suite of seismic body waves and Rayleigh waves is analyzed to characterize the subsurface. Alford rotations are used to determine fracture orientation and demonstrate good results when geophone orientation is taken into account. Results indicate that seismic anisotropy is caused by regional faulting. Average fracture density of less than 5% and water table depth estimates are consistent with field observations. Groundwater flow direction has been observed by others to cross the fault trend and is subparallel to a secondary fracture set. In this study, seismic anisotropy appears unrelated to this secondary fracture set. Vp/Vs and Poisson's ratio values indicate a dolomite lithology. Sledgehammer and Vibroseis data provide consistent results. In the GPR experiment, reflection profiles are acquired through common-offset profiling perpendicular to the dominant flow direction. High frequency waves are used to delineate fluid flow paths through a subhorizontal fracture and observe tracer channeling. Channeling of flow is expected to control solute transport. Changes in radar signal are quantitatively associated with changes in fracture filling material from an innovative method using correlation coefficients. Mapping these changes throughout the survey area reveals the geometry of the flow path of each injected liquid. The tracer is found to be concentrated in the center of the survey area where fracture apertures are large. This demonstrates that spatial variations in concentration are controlled by fluid channel geometry.

The longitudinal fluctuations at a point in the core of air flowing through a 15 cm. diameter pipe at a mean centerline velocity of 13.4 and 29.5 m/sec. were measured with a hot-wire anemometer. This signal, after analog to digital conversion, was stored in the form of digital samples on an ICT computer drum storage device. This method of data recording includes the effect of all eddy frequencies from DC upwards and the presence of large, slow eddies in the longitudinal direction became apparent in the subsequent autocorrelations. The longitudinal dispersion of a tracer material injected on the axis of the pipe was measured over short distances with pulses of approx. 20 msecs. duration of radioactive Krypton-85, detected at two downstream stations by small surface-barrier radiation detectors. By varying the separation of these two stations, an asymptotic mixing coefficient was established which was very much greater than the corresponding transverse mixing coefficient measured by other workers. The method proposed by Philip (4) for the prediction of the Lagrangian time autocorrelation from the Eulerian velocity measurements was examined with the correlation data of Baldwin and the data obtained in this investigation. The method applied to the unfiltered correlation data in the present measurements in a non-isotropic field to predict a longitudinal turbulent Peclet no. was found to predict a value in the region measured experimentally. When the present velocity data was filtered to remove the low-frequency components and give a turbulence intensity equal to that measured in a radial direction in previous dispersion measurements, the mixing coefficient predicted with Philip's method was found to agree very well with the transverse mixing coefficient reported in these investigations. A value is also suggested for the longitudinal Peclet number in the absence of the low frequency fluctuations. / Thesis (Ph.D.)-University of Natal, Durban, 1970.

京都大学 / 新制・課程博士 / 博士(工学) / 甲第23883号 / 工博第4970号 / 新制||工||1776(附属図書館) / 京都大学大学院工学研究科機械理工学専攻 / (主査)教授 蓮尾 昌裕, 教授 鈴木 基史, 教授 江利口 浩二 / 学位規則第4条第1項該当 / Doctor of Philosophy (Engineering) / Kyoto University / DFAM

[pt] As propriedades mecânicas, reológicas e elétricas do polímero poli (fluoreto de vinilideno) – PVDF – têm sido extensivamente estudadas, mas em particular é sua propriedade piezoelétrica que motiva a maior parte dos trabalhos, visto que a piezoeletricidade ocorre em poucos materiais e é mais intensa no PVDF em relação a outros polímeros. O fator chave que define a faixa de aplicação de polímeros piezoelétricos é a sua utilização na concepção de transdutores, sensores e atuadores. Neste sentido, a presente pesquisa analisa a aplicabilidade do polímero PVDF em tubulações para medição de vazão de água, empregando como método de medição de vazão a técnica de Flow Induced Vibration (FIV), considerando as propriedades piezoelétricas peculiares do polimorfo PVDF-B(beta). De modo geral, a FIV é um fenômeno que causa instabilidade das tubulações que transportam fluidos, tido como um problema operacional que ocorre em muitas plantas industriais. No entanto, este fenômeno passou a ser investigado como uma técnica de medição de vazão, a qual considera que a massa de um fluido pode ser indiretamente medida, medindo-se a aceleração que ela transmite para outro corpo, de modo que o desvio padrão do sinal da vibração medida aumenta com a vazão, sendo mais bem ajustado por um polinômio de segundo grau. A metodologia de trabalho consistiu em caracterizar o material espectroscopicamente, por meio de técnicas de Espectroscopia no Infravermelho com Transformada de Fourier (FTIR) e Difração de Raios-X (DRX); eletromecanicamente, em um shaker mecânico no Laboratório de Sensores a Fibras Ópticas do Departamento de Engenharia Mecânica da PUC-Rio; e finalmente em um circuito hidráulico de testes do Laboratório de Escoamento de Fluidos do Departamento de Engenharia Mecânica da PUC-Rio. Ensaios foram realizados de forma a identificar os níveis de tensões elétricas geradas pela vibração oriunda da passagem da água no tubo de PVDF. Visando à comparação com os sinais de vibração, foram realizadas medições simultâneas com acelerômetros e um filme de PVDF. Para medir a deformação no tubo adotaram-se sensores de Rede de Bragg. Os resultados dos ensaios de FIV permitiram concluir que o desvio padrão do sinal da tensão medida pelo tubo de PVDF é proporcional à vazão. No entanto, algumas variáveis precisaram ser controladas. As incertezas associadas à medição de vazão pelo tubo mostraram uma considerável redução nos níveis mais altos de vazão. Por outro lado, nos níveis mais baixos de vazão observou-se uma instabilidade muito grande, possivelmente devido ao processo de acomodação mecânica inicial do tubo. Apesar disso, uma forte relação entre o sinal gerado pelo tubo de PVDF e a vazão que induziu esta vibração permitiu que a aplicabilidade do tubo de PVDF como medidor de vazão de água fosse comprovada. / [en] The mechanical, rheological and electrical properties of polymer poly (vinylidene fluoride) - PVDF - have been extensively studied, but in particular it is its piezoelectric property that motivates most of the works, since the piezoelectricity occurs in few materials and is more intense in PVDF relative to other polymers. The key factor that defines the range of applications of piezoelectric polymers is their use in the conception of transducers, sensors and actuators. In this sense, the present research analyzes the applicability of the PVDF polymer in pipes for the measurement of water flow rate, using as flow measurement method the Flow Induced Vibration (FIV) technique, considering the peculiar piezoelectric properties of the polymorph PVDF-B(beta). In general, the FIV is a phenomenon that causes instability of the pipes that transport fluids, considered as an operational problem that occurs in many industrial plants. However, this phenomenon has been investigated as a flow rate measurement technique, which considers that the mass of a fluid can be indirectly measured by measuring the acceleration it transmits to another body, so that the standard deviation of the signal of the measured vibration increases with the flow rate, being better adjusted by a second degree polynomial. The work methodology consisted in characterizing the material spectroscopically, using Fourier Transform Infrared Spectroscopy (FTIR) and X-Ray Diffraction (XRD) techniques; electromechanically, in a mechanical shaker at the Optical Fiber Sensors Laboratory of the Mechanical Engineering Department of PUC-Rio; and finally in a test hydraulic circuit of the Laboratory of Fluid Flow of the Department of Mechanical Engineering of PUC-Rio. Tests were carried out in order to identify the levels of electrical voltages generated by the vibration caused by the passage of water in the PVDF tube. In order to compare the vibration signals, simultaneous measurements were made with accelerometers and a PVDF film. To measure the deformation in the tube, Bragg Network sensors were adopted. The results of the FIV tests allowed concluding that the standard deviation of the voltage signal measured by the PVDF tube is proportional to the flow rate. However, some variables had to be controlled. The uncertainties associated with flow rate measurement by tube showed a considerable reduction in the higher flow rates. On the other hand, in the lower levels of flow rate a very great instability was observed, possibly due to the process of initial mechanical accommodation of the tube. Nevertheless, a strong relationship between the signal generated by the PVDF tube and the flow rate that induced this vibration allowed that the applicability of the PVDF tube as a water flow meter was proved.