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This master's thesis is focused on measurement of the velocity profiles in liquids using ultrasound. The thesis describes two executed measurements both in the channel with free surface, both in the square shaped pipe. In the introductory part this work deals with clarifying the theoretical fundamentals associated with the measurement method UVP such as the Doppler effect, the speed of sound in the medium or the acoustic impedance of the environment. The next part describes the execution of the velocity profile measurement in the channel with free surface described and there is also the description of the results achieved during this measurement. In the last part the thesis deals with the measurement of the velocity profile in the square shaped pipe. There is also the comparison between the measured velocity profiles and the velocity profiles calculated using the analytical formula. In the conclusion there is the evaluation of achieved results.

In the past the machinery used in punching of flexible printed circuit boards(FPCBs), it used mostly the rotary motor as the power source in the mechanism design. To transfer rotary motion to linear motion need a succession of mechanical conversion components, in order to achieve the purpose of linear output. However these mechanical parts for transforming bring some unavoidable problems such as the machinery itself huge volume, backlash and friction which created during the action process, all have harmful influences on the system dynamic performance and precision. Voice coil actuator has direct-drive output, high response and high thrust force these characteristics, therefore this research apply voice coil actuator to the punching of flexible printed circuit boards. For present industry, S-curve velocity profile is often used in point-to-point displacement intermittent action applications, due to its jerk-limited characteristic for reducing vibration and raising precision. Then integrating plans of S-curve velocity profile with voice coil actuator based on punching characters, to analyze the whole system dynamic performance in such a vertical linear output application. Then generalizing the dependence of influence factors of punching quality and motion characteristics of punching mechanism through experimental results. The achievement of this research could provide references for some related designers using similar linear actuators in vertical linear output applications.

Desde 2004, o grupo de estudos do Laboratório de Hidráulica Computacional (LHC) estuda as taxas de recargas hidráulicas do Aquifero Guarani, na Bacia do Ribeirão da Onça. Entretanto, não havia se estudado a quantificação do escoamento superficial. Para sanar esta deficiência, este trabalho visou analisar as metodologias de estimativa de vazão com qualidade para a Bacia do Ribeirão da Onça. Para a realização do trabalho, foi adquirido o equipamento Flo-Tote3, capaz de medir velocidade e nível d\'água. A princípio, o equipamento foi verificado e comparado em laboratório, medindo velocidades 3% inferiores que o molinete e estimando vazões de 0,5 a 7,2% de diferença que o vertedor triangular. No Ribeirão da Onça, foi escolhida e construída uma seção de controle de vazão e instalado o Flo-Tote. O equipamento mediu velocidades 5% inferiores que o molinete, com variações de 0,3 a 8,7%. Além disso, um vertedor circular foi instalado em 6 ocasiões, resultando em vazões de 3 a 15% inferiores as vazões estimadas pelo molinete, em virtude do vazamento que ocorreu entre o vertedor e a parede de concreto. A partir de dezembro de 2007, foram iniciadas medições de níveis d\'água com a construção do linígrafo e estimadas as vazões de modo contínuo com o auxílio de equações teóricas. Como a jusante da seção de controle de vazão existe um sistema de bombeamento, as equações para determinar a vazão sofrem interferencias. Entretanto, foi aplicado o método das isotáquias, que utiliza valores de velocidades e níveis d\'água para o cálculo da vazão e que não sofre interferências com o represamento e instalações de vertedores. Apesar de ocorrer problemas de falta de energia e de manutenção, o escoamento superficial foi quantificado com qualidade para futuros estudos da área afim. / Since 2004, the group of studies of the Computational Hydraulic Laboratory (LHC) studied the rates of water recharge in the Guarani Aquifer recharges water in the Ribeirão da Onça basin. However, it had not studied the quantification of runoff. To remedy this deficiency, this study aimed to analyze the methodologies for estimation of flow quality for the Ribeirão da Onça basin. To carry out the work, it was acquired a Flo-Tote3, capable of measuring velocities and water levels. First, this equipment was checked and compared in the laboratory, measuring velocities 3% below, those obtained using flowmeters and 0.5 to 7.2% differences when compared with results using triangular weir. In Ribeirão da Onça, was chosen and built a section of control flow and installed the Flo-Tote. The equipment measured velocities 5% below the current meters, with variations from 0.3 to 8.7%. In addition, a circular weir was installed on 6 occasions, resulting in flow rates from 3 to 15% lower than those estimated by current meters because of the flow that occurred between the bridge and weir. Since December 2007, started the measurements of water levels and the estimated flow on a continuous basis with the aid of theoretical equations. As the downstream section of the control flow is a pumping system, the equations to determine the flow are interfered. However, it was applied the method of the lines of the same velocities, which uses values of velocities and water levels to calculate the flow without interference with the impoundment and installation of weirs. Despite the problems of lack of energy and maintenance, the runoff was quantified with quality for future studies of the area.

Much of the aerosol research completed at the University of South Florida has revolved around evaluating industrial hygiene equipment and instrumentation in environmental chambers. Data collected during these studies has provided valuable baseline data on equipment and instrument performance under calm air conditions. A newly constructed wind tunnel now allows researchers to evaluate industrial hygiene instruments under moving air conditions. Because the wind tunnel is capable of producing wind velocities that a worker could encounter in the occupational setting, researchers may gain insight into instrument performance under simulated field conditions. Because aerosols can be introduced into the new wind tunnel testing section, researchers can also challenge industrial hygiene equipment and instrumentation with aerosols in sizes ranges that are of interest in public health. The purpose of this dissertation research was to develop a new wind tunnel to be used for aerosol research at the University of South Florida. Three specific aims had to be met for this study to be successful. They included: (1) designing a wind tunnel based on best practice information outlined in scientific literature, (2) constructing an operable wind tunnel to be used for aerosol research, and (3) characterizing wind tunnel performance by examining the wind tunnel velocity profile, turbulence intensity, and aerosol introduction/collection. The actual wind tunnel was constructed to a length of approximately 20 feet, a height of approximately 2 feet at its tallest point, and includes an entrance filter housing, a settling chamber, a contraction, a testing section, a diffuser, an exit filter housing, a fan, and exhaust duct. All components were designed and constructed using guidelines and best practices reported in the scientific literature. Velocity profile measurements were the first way that this wind tunnel was characterized. In order to successfully obtain measurements, the wind tunnel cross section was divided into 16 equal quadrants. Five measurements were taken for each quadrant at each wind velocity. Target wind velocities for this research were 0.5 m/s, 1.0 m/s, and 2.0 m/s. Actual average wind velocities of 0.48 m/s, 1.00 m/s, and 2.04 m/s. All were within established limits reported in the scientific literature. Turbulence intensity measurements were the second way that this wind tunnel was characterized. In order to successfully obtain measurements, the wind tunnel cross section was divided into 16 equal quadrants. Five measurements were taken for each quadrant at each wind velocity. Wind tunnels are typically designed to have the lowest turbulence intensity possible, generally below 10%. The overall average turbulence intensities for this wind tunnel at wind velocities of 0.5 m/s, 1.0 m/s, and 2.0 m/s were 9%, 10%, and 8% respectively. Overall turbulence intensity measurements were at or below 10%. Isokinetic sampling was the final method used to characterize this wind tunnel by collecting and detecting aerosols traveling through the wind tunnel testing section. The wind tunnel was operated at wind velocities of 0.5 m/s, 1.0 m/s, and 2.0 m/s with isokinetic sampling flow rates of 15.4 L/min, 30.9 L/min, and 61.7 L/min respectively. Monodisperse fluorescent polystyrene latex spheres were used as the test aerosol because they are uniform in size and shape and can be detected by fluorometry. The Blaustein Multi-Jet Atomizer (BLAM) was used to generate monodisperse fluorescent polystyrene latex aerosol 0.5 µm and 2.0 µm particles from liquid suspensions. The Vilnius Aerosol Generator (VAG) was used to generate monodisperse fluorescent polystyrene latex aerosol of 6.0 µm and 12.0 µm particles from dry powders. Nitrogen gas was used for delivering test aerosols into the wind tunnel. Five experimental runs were completed for each particle size and wind velocity for a total of 60 experimental runs. Fluorescence was detected in all 60 samples with average mass concentrations ranging from 0.000050 ng/ml to 0.002703 ng/ml. Based on velocity profile measurements, turbulence intensity measurements, and isokinetic sampling, the performance of University of South Florida wind tunnel was found to be excellent, indicating that it was designed and constructed appropriately. The wind tunnel can now successfully be used by researchers interested in evaluating industrial hygiene sampling equipment with aerosols ranging from 0.5 µm to 12.0 µm in moving air with velocities ranging from 0.5 m/s to 2.0 m/s.

Desde 2004, o grupo de estudos do Laboratório de Hidráulica Computacional (LHC) estuda as taxas de recargas hidráulicas do Aquifero Guarani, na Bacia do Ribeirão da Onça. Entretanto, não havia se estudado a quantificação do escoamento superficial. Para sanar esta deficiência, este trabalho visou analisar as metodologias de estimativa de vazão com qualidade para a Bacia do Ribeirão da Onça. Para a realização do trabalho, foi adquirido o equipamento Flo-Tote3, capaz de medir velocidade e nível d\'água. A princípio, o equipamento foi verificado e comparado em laboratório, medindo velocidades 3% inferiores que o molinete e estimando vazões de 0,5 a 7,2% de diferença que o vertedor triangular. No Ribeirão da Onça, foi escolhida e construída uma seção de controle de vazão e instalado o Flo-Tote. O equipamento mediu velocidades 5% inferiores que o molinete, com variações de 0,3 a 8,7%. Além disso, um vertedor circular foi instalado em 6 ocasiões, resultando em vazões de 3 a 15% inferiores as vazões estimadas pelo molinete, em virtude do vazamento que ocorreu entre o vertedor e a parede de concreto. A partir de dezembro de 2007, foram iniciadas medições de níveis d\'água com a construção do linígrafo e estimadas as vazões de modo contínuo com o auxílio de equações teóricas. Como a jusante da seção de controle de vazão existe um sistema de bombeamento, as equações para determinar a vazão sofrem interferencias. Entretanto, foi aplicado o método das isotáquias, que utiliza valores de velocidades e níveis d\'água para o cálculo da vazão e que não sofre interferências com o represamento e instalações de vertedores. Apesar de ocorrer problemas de falta de energia e de manutenção, o escoamento superficial foi quantificado com qualidade para futuros estudos da área afim. / Since 2004, the group of studies of the Computational Hydraulic Laboratory (LHC) studied the rates of water recharge in the Guarani Aquifer recharges water in the Ribeirão da Onça basin. However, it had not studied the quantification of runoff. To remedy this deficiency, this study aimed to analyze the methodologies for estimation of flow quality for the Ribeirão da Onça basin. To carry out the work, it was acquired a Flo-Tote3, capable of measuring velocities and water levels. First, this equipment was checked and compared in the laboratory, measuring velocities 3% below, those obtained using flowmeters and 0.5 to 7.2% differences when compared with results using triangular weir. In Ribeirão da Onça, was chosen and built a section of control flow and installed the Flo-Tote. The equipment measured velocities 5% below the current meters, with variations from 0.3 to 8.7%. In addition, a circular weir was installed on 6 occasions, resulting in flow rates from 3 to 15% lower than those estimated by current meters because of the flow that occurred between the bridge and weir. Since December 2007, started the measurements of water levels and the estimated flow on a continuous basis with the aid of theoretical equations. As the downstream section of the control flow is a pumping system, the equations to determine the flow are interfered. However, it was applied the method of the lines of the same velocities, which uses values of velocities and water levels to calculate the flow without interference with the impoundment and installation of weirs. Despite the problems of lack of energy and maintenance, the runoff was quantified with quality for future studies of the area.

Blood flow through microcirculation in both simple and complex geometry has been difficult to predict due to the composition and complex behavior of blood at the microscale. Blood is a dense suspension of deformable red blood cells that is comparable in dimensions to the microchannels that it flows through. As a result, rheological properties at the microscale can vastly differ from bulk rheological properties due to non-continuum effects. To further develop our understanding of blood microflow; experimental techniques should be explored. In this work, we explore micro-particle image velocimetry (μPIV) and two-beam fluorescence cross-correlation spectroscopy (2bFCCS) in the application of characterizing blood in microflow conditions. For the development of the μPIV analysis, a polydimethylsiloxane co-flow channel is used to observe blood flow in controlled conditions. Flow conditions (velocity profile and blood layer thickness) are selected based on an analytical model and compared to experimental measurement. The experimental results presented indicate that current flow conditions are inadequate in providing a controlled rate of shear on the blood layer in the co-flow channel and further optimization are required to improve the measurement of the velocity profile. For the development of the 2bFCCS application for blood flow analysis, a wide glass capillary microfluidic device is used to complete the verification of fluorescence fluid admissibility, the effect of laser intensity on inducing photobleaching and the velocity measurement performance. The experimental measurement of the velocity profile is validated against the theoretical profile for a rectangular channel. Results of the velocity profile of high concentration red blood cells show promise in the technique’s ability to measure blood microflows closer to physiological conditions.

Title: The Analysis of the Effect of Weightlifting Shoes and Bare Feet Lifting on the Performance Measures of Back Squat. Objectives: The main goal of this study was to compare speed, power, and depth of the back squat performed both barefoot and in weightlifting shoes using the training protocol 5 × 5 (5 sets with 5 reps) at 70 % one-repetition maximum (1RM). Methods: Ten elite, male participants (27 ± 3.54 years old, 93 ± 10.23 kg of body weight, 179.28 ± 8.54 cm of height) were involved and assessed for the purposes of the study. All participants' 1RM back squat was not lower than 1.5 times of their body weight and they all had many years of experience using weightlifting as a part of their athletic development. The assessment was carried out at the training adaptation lab of the Department of Physiology and Biochemistry, the Faculty of Physical Education and Sport, Charles University in Prague (UK FTVS). Each participant followed the same training protocol during two sessions not less than 48 hours apart; the first one performed barefoot and the second one wearing the weightlifting shoes. Participants were asked to perform three repetitions, first with 20 % of their estimated 1RM, then with 40 % and 60 %, followed by two repetitions with 70 % and 80 % of their estimated 1RM to determine their...

This thesis is focused on solving hydraulic losses during unsteady flow of liquid in pipe for both laminar and turbulent flow in smooth pipes. Radial viscosity distribution is assumed to be the same as for steady flow. Viscosity distribution is derived from velocity profile, which is mathematically described with suitably chosen function. Laplace images of unsteady velocity profile and mean velocity in cross-section are derived depending on pressure difference. Loss coefficient is derived and on base of transfer matrix method, self-numbers are calculated. Self-numbers represent attenuation and own frequency. Self-numbers are compared to values from software called “F-ACHAR” and loss coefficient is compared to the one for quasi-steady method.

Laboratory experiments on components of complex systems such as gas turbines require many conditions to be met. Requirements to be met in order to simulate real world conditions include inlet flow conditions such as velocity profile, Reynold's number, and temperature. The methodology to be introduced designs a velocity profile generating screen to match real world conditions through the use of perforated plates. The velocity profile generating screen is an array of jets arranged in a manner to produce sections of different solidities, a ratio of area that obstructs fluid flow compared to that of the total area. In an effort to better understand the interaction between perforated plate sections of different solidities, a collection of experimental data sets is presented to characterize the plates. This includes identification of fluid flow regions with characterization of the flow dynamics, though the analysis of velocity and turbulence decay. The aim of this characterization is to determine how the perforated plate's solidity affects the velocity development downstream and the location at which the velocity profile being produced can be considered complete.