950 resultados para split-step Fourier method


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Shading reduces the power output of a photovoltaic (PV) system. The design engineering of PV systems requires modeling and evaluating shading losses. Some PV systems are affected by complex shading scenes whose resulting PV energy losses are very difficult to evaluate with current modeling tools. Several specialized PV design and simulation software include the possibility to evaluate shading losses. They generally possess a Graphical User Interface (GUI) through which the user can draw a 3D shading scene, and then evaluate its corresponding PV energy losses. The complexity of the objects that these tools can handle is relatively limited. We have created a software solution, 3DPV, which allows evaluating the energy losses induced by complex 3D scenes on PV generators. The 3D objects can be imported from specialized 3D modeling software or from a 3D object library. The shadows cast by this 3D scene on the PV generator are then directly evaluated from the Graphics Processing Unit (GPU). Thanks to the recent development of GPUs for the video game industry, the shadows can be evaluated with a very high spatial resolution that reaches well beyond the PV cell level, in very short calculation times. A PV simulation model then translates the geometrical shading into PV energy output losses. 3DPV has been implemented using WebGL, which allows it to run directly from a Web browser, without requiring any local installation from the user. This also allows taken full benefits from the information already available from Internet, such as the 3D object libraries. This contribution describes, step by step, the method that allows 3DPV to evaluate the PV energy losses caused by complex shading. We then illustrate the results of this methodology to several application cases that are encountered in the world of PV systems design. Keywords: 3D, modeling, simulation, GPU, shading, losses, shadow mapping, solar, photovoltaic, PV, WebGL

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Aunque se han logrado importantes avances en estudios de laboratorio con diseños experimentales poco representativos (e.g., Farrow y Reid, 2012; Nieminen, Piirainen, Salmi, y Linnamo, 2013), a día de hoy, todavía se desconoce a cabalidad cómo los jugadores de tenis de diferente nivel de pericia calibran o ajustan sus movimientos a las demandas espacio-temporales presentes en la tarea de resto de un primer servicio. ! Escasos trabajos se han llevado a cabo in situ y a la mayoría se les puede cuestionar algún aspecto de la metodología empleada. Así pues, en varios estudios la frecuencia de grabación ha sido limitada (e.g., a 50 Hz en Jackson y Gudgeon, 2004; Triolet, Benguigui, Le Runigo y Williams, 2013), o la velocidad del saque ha sido visiblemente inferior a la habitual (cf. Carboch, Süss y Kocib, 2014; Williams, Singer y Weigelt, 1998). También, en algunos estudios los participantes experimentados no han sido jugadores de nivel internacional (e.g., Avilés, Ruiz, Sanz y Navia, 2014), y el tamaño muestral ha sido muy pequeño (e.g., Gillet, Leroy, Thouvarecq, Mégrot y Stein, 2010). ! Además, en los diferentes trabajos se han utilizado una diversidad de métodos e instrumentos de medida y los criterios de codificación del inicio de los movimientos y de las respuestas han diferido; como consecuencia el lapso visomotor de respuesta (LVMr) ha sido muy dispar variando considerablemente de 198 a 410 ms. Considerando los inconvenientes señalados anteriormente, el presente estudio tuvo como objetivo determinar un modelo técnico de regulación temporal de los movimientos y de la respuesta del restador, tomando en cuenta el flujo continuo de información proporcionado por el sacador. Para ello, se realizó un análisis cronométrico de los restos de doce jugadores de diferente nivel deportivo (seis internacionales y seis nacionales) que respondieron de forma natural enviando sus devoluciones hacia las dianas. Se grabaron las acciones de los restadores y sacadores con una cámara Casio Exilim Pro Ex-F1 de alta velocidad (300 Hz) y luego se realizó un análisis imagen por imagen cada 3.33 ms. Una vez obtenidos los datos de los vídeos se realizaron análisis con las pruebas de ANOVA de un factor, ANCOVA con la velocidad del saque como covariable, U de Mann-Whitney y Chi-cuadrado de Pearson. En cuanto a la regulación del movimiento hasta el momento del despegue, los jugadores internacionales iniciaron sus acciones antes que los jugadores nacionales lo que podría indicar una mejor preparación al ejecutar los movimientos como reflejo del nivel de pericia. Los jugadores internacionales iniciaron la elevación del pie posterior a -293 ms y los jugadores nacionales a -202 ms. Todas estas acciones se fueron enlazando unas con otras y fue en el momento del impacto del sacador donde los restadores demostraron una remarcable coordinación perceptivo-motriz. Por consiguiente, los jugadores internacionales despegaron e iniciaron el vuelo a tan solo -6.5 ms del impacto y los jugadores nacionales lo hicieron más tarde a +19.5 ms. A lo largo de la secuencia temporal, todo parece indicar que las informaciones que utilizan los restadores interactúan entre sí; información más temprana y menos fiable para anticipar o moverse antes e información más tardía y más fiable para regular la temporalización de las acciones. Los restadores de nivel internacional y nacional anticiparon a nivel espacial en un bajo porcentaje (7.7% vs. 13.6%) y en tiempos similares (-127 vs. -118 ms) sugiriendo que la utilización de variables ópticas tempranas y menos fiables solo se produce en contadas ocasiones. Por otra parte, estos datos se relacionan con una gran precisión en la respuesta ya que tanto los jugadores internacionales como los nacionales demostraron un alto porcentaje de acierto al responder (95.4% vs. 96.7%). Se había señalado que los jugadores internacionales y nacionales se diferenciarían en el tiempo de caída (i.e., aterrizaje) del primer pie del salto preparatorio, sin embargo ese efecto no fue encontrado (128 vs. 135 ms). Tampoco se hallaron diferencias en el porcentaje de caída con el pie contrario a la dirección de la pelota (58% vs. 62%). Donde sí ambos grupos se diferenciaron fue en el tiempo de caída del segundo pie (147 vs. 168 ms). Esta diferencia de 21 ms fue crucial y fue una prueba de la mayor rapidez de los jugadores internacionales; sugiriendo que ésta acción se podría relacionar con el momento del inicio de la respuesta. Aunque los jugadores internacionales hayan demostrado ser más rápidos en relación con sus capacidades funcionales, ambos grupos no se diferenciaron en todas las variables relacionadas con el LVMr. Ellos no utilizaron esos valiosos milisegundos ganados en el instante de la caída del segundo pie para responder más pronto, ya que el LVMr del miembro superior fue el mismo para ambos grupos (179 vs. 174 ms). Es como si hubiesen tenido todo el tiempo del mundo para seguir ajustando sus acciones hasta el propio golpeo. Además, estos tiempos largos sugieren que en la gran mayoría de los restos la información clave que determinó la respuesta fue detectada (extraída) en momentos cercanos al golpeo del sacador y en la primera parte del vuelo de la pelota. Asimismo, se constató que en general el LVMr se ve influenciado por el tipo de información utilizada. De esta manera, cuando se tomaron en cuenta los ensayos en los que hubo anticipación espacial reflejados en el LVMr del cuerpo entero los tiempos disminuyeron (152 vs. 136 ms). Por otra parte, existieron ocasiones (13%) en los que tanto los jugadores internacionales como los nacionales respondieron tarde recibiendo saques directos (208 vs. 195 ms). Es muy posible que en estos casos los jugadores hayan tenido problemas para detectar la información respondiendo fuera de los márgenes temporales de acción lo que mermó su rendimiento. Lo mismo pudo haber ocurrido cuando ambos grupos de jugadores corrigieron el movimiento del miembro superior tras el impacto (17% vs. 10%) lo que aumentó el tiempo en responder al redirigir la respuesta hacia el lado correcto (208 vs. 205 ms). Además, los jugadores internacionales obtuvieron tiempos de movimiento menores que el de los jugadores nacionales (509 vs. 531 ms) lo que se reflejó en un tiempo total de actuación menor (683 vs. 703 ms). Por último, en cuanto al rendimiento del resto, los jugadores internacionales obtuvieron valores superiores a los jugadores nacionales (1.3 vs. 0.9). ABSTRACT Although there have been significant advances in laboratory studies with unrepresentative experimental designs (e.g., Farrow y Reid, 2012; Nieminen, Piirainen, Salmi, y Linnamo, 2013), today it is still unknown to full extent how tennis players of different levels of expertise calibrate or adjust their movements to the spatial-temporal demands present in the return of a first serve. Few studies have been carried out in situ and some aspects of the methodology most of them used can be questioned. Thus, in several studies the recording frequency has been limited (e.g., a 50 Hz en Jackson y Gudgeon, 2004; Triolet, Benguigui, Le Runigo y Williams, 2013), or serve speed was visibly lower than the usual one (cf. Carboch, Süss y Kocib, 2014; Williams, Singer y Weigelt, 1998). Also, in some studies, experienced participants have not played at international level (e.g., Avilés, Ruiz, Sanz y Navia, 2014), and the sample size has been very small (e.g., Gillet, Leroy, Thouvarecq, Mégrot y Stein, 2010). Furthermore, different works have used a variety of methods and measurement instruments and coding criteria of the onset of movements and responses have differed; due to this, visuomotor response delay (LVMr) has been very uneven, varying considerably from 198-410 ms. Considering the drawbacks mentioned above, this study aimed to determine a technical model of temporal regulation of movements and returner’s response, taking into account the continuous flow of information provided by the server. For this, a chronometric analysis of the returns of twelve players (six international and six national) of different sports level, that naturally responded by hitting their returns towards the targets, was performed. Actions of servers and returners were recorded with a Casio Exilim Pro Ex-F1 high speed camera (300 Hz) and then every 3.33 ms analysis was made frame by frame. Once the data of the videos were obtained, analyses were performed using one factor ANOVA test, ANCOVA with the speed of the serve as a covariate, U of Mann- Whitney and Pearson’s Chi-square test. As for the regulation of movement until the moment of serve, international players began their actions before national players, which could indicate that they were better prepared to execute movements reflecting the level of their expertise. International players began raising the rear foot at -293 ms and national players at -202 ms. All these actions were being linked to each other and it was at the moment of impact of the server when the receivers demonstrated a remarkable perceptual-motor coordination. Therefore, international players took off and started their flight just -6.5 ms before the serve and national players did the same somewhat later: +19.5 ms after the serve. Along the timeline, everything seems to indicate that the information used by returners interact with each other; early information which is less reliable to anticipate or move before, and later information more reliable appears to regulate the timing of actions. Returners of international and national levels anticipated at spatial level in a low percentage (7.7% vs. 13.6%) and in similar times (-127 vs. -118 ms) suggesting that the use of early and less reliable optical variables is only produced on rare occasions. Moreover, these data relate to a precise response as both international and national players showed a high percentage of success in responding (95.4% vs. 96.7%). It had been noted that international and national players would differ in the time the fall (i.e., landing) of the first foot of the split-step, however, this effect was not found (128 vs. 135 ms). No differences in the percentage of fall with the opposite foot to the direction of the ball (58% vs. 62%) were found. Where the two groups differed was in the time of the fall of the second foot (147 vs. 168 ms). This difference of 21 ms was crucial and it was a proof of mayor speed of international players; suggesting that this action could be related to the onset time of response. Although international players have proven to be faster in relation to their functional capabilities, both groups did not differ in all variables related to LVMr. They did not use those precious milliseconds earned at the time of the fall of the second foot to respond as soon, since the LVMr of the upper limb was the same for both groups (179 vs. 174 ms). It is as if they had all the time in the world to continue to adjust their actions until the return itself. Furthermore, these long times suggest that in the vast majority of the returns, key information that determined the response was detected (pick-up) in moments close to the hit of the server and in the first part of the ball flight. It was also found that in general the LVMr is influenced by the type of information used. Thus, when taking into account the trials during which there was spatial anticipation, reflected in LVMr of the whole body, the times decreased (152 vs. 136 ms). On the other hand, there were occasions (13%) where both international and national players responded late, thus receiving aces (208 vs. 195 ms). It is quite possible that in these cases the players have had trouble to pick-up information, responding out of temporary margins of action, which affected their performance. The same could have occurred when both groups of players corrected upper limb movement after impact (17% vs. 10%), which increased the time to respond and to redirect the return towards the right side (208 vs. 205 ms). Moreover, international players scored lower movement times than the national players (509 vs. 531 ms), which was reflected in a shorter total response time (683 vs. 703 ms). Finally, as far as the performance of return is concerned, international players scored above the national players values (1.3 vs. 0.9).

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Las playas sustentadas por medio de un pie sumergido son una atractiva alternativa de diseño de regeneración de playas especialmente cuando las condiciones física del emplazamiento o las características de la arena nativa y de préstamo producen perfiles de alimentación que no se intersectan. La observación y propuesta de este tipo de solución data de los años 1960’s, así como la experiencia internacional en la construcción de este tipo de playas. Sin embargo, a pesar de su utilización y los estudios en campo y laboratorio, no se dispone de criterios ingenieriles que apoyen el diseño de las mismas. Esta tesis consiste en un análisis experimental del perfil de playas sustentadas en un pie sumergido (o colgadas) que se concreta en una propuesta de directrices de diseño general que permiten estimar la ubicación y características geométricas del pie sumergido frente a un oleaje y material que constituye la playa determinados. En la tesis se describe el experimento bidimensional realizado en el modelo físico de fondo móvil, donde se combinan cinco tipos de oleaje con tres configuraciones del pie sumergido (“Sin estructura”, configuración baja o “Estructura 1” y configuración alta o “Estructura 2”), se presentan los resultados obtenidos y se realiza una discusión detallada de las implicaciones de los resultados desde el punto de vista hidrodinámico utilizando monomios adimensionales. Se ha realizado un análisis detallado del estado del arte sobre playas colgadas, presentando el concepto y las experiencias de realizaciones en distintos países. Se ha realizado una cuidadosa revisión de la literatura publicada sobre estudios experimentales de playas colgadas, modelos teóricos y otras cuestiones auxiliares, necesarias para la formulación de la metodología de la tesis. El estudio realizado se ha estructurado en dos fases. En la primera fase se ha realizado una experimentación en un modelo físico de fondo móvil construido en las instalaciones del Centro de Estudios de Puertos y Costas (CEPYC) del Centro de Estudios y Experimentación de Obras Públicas (CEDEX), consistente en un canal de 36 m de longitud, 3 m de anchura y 1.5 m de altura, provisto de un generador de oleaje de tipo pistón. Se ha diseñado una campaña de 15 ensayos, que se obtienen sometiendo a cinco tipos de oleaje tres configuraciones distintas de playa colgada. En los ensayos se ha medido el perfil de playa en distintos instantes hasta llegar al equilibrio, determinando a partir de esos datos el retroceso de la línea de costa y el volumen de sedimentos perdido. El tiempo total efectivo de ensayo asciende a casi 650 horas, y el número de perfiles de evolución de playa obtenidos totaliza 229. En la segunda fase se ha abordado el análisis de los resultados obtenidos con la finalidad de comprender el fenómeno, identificar las variables de las que depende y proponer unas directrices ingenieriles de diseño. Se ha estudiado el efecto de la altura de ola, del periodo del oleaje, del francobordo adimensional y del parámetro de Dean, constatándose la dificultad de comprensión del funcionamiento de estas obras ya que pueden ser beneficiosas, perjudiciales o inocuas según los casos. También se ha estudiado la respuesta del perfil de playa en función de otros monomios adimensionales, tales como el número de Reynolds o el de Froude. En el análisis se ha elegido el monomio “plunger” como el más significativo, encontrando relaciones de éste con el peralte de oleaje, la anchura de coronación adimensional, la altura del pie de playa adimensional y el parámetro de Dean. Finalmente, se propone un método de diseño de cuatro pasos que permite realizar un primer encaje del diseño funcional de la playa sustentada frente a un oleaje de características determinadas. Las contribuciones más significativas desde el punto de vista científico son: - La obtención del juego de resultados experimentales. - La caracterización del comportamiento de las playas sustentadas. - Las relaciones propuestas entre el monomio plunger y las distintas variables explicativas seleccionadas, que permiten predecir el comportamiento de la obra. - El método de diseño propuesto, en cuatro pasos, para este tipo de esquemas de defensa de costas. Perched beaches are an attractive beach nourishment design alternative especially when either the site conditions or the characteristics of both the native and the borrow sand lead to a non-intersecting profile The observation and suggestion of the use of this type of coastal defence scheme dates back to the 1960’s, as well as the international experience in the construction of this type of beaches. However, in spite of its use and the field and laboratory studies performed to-date, no design engineering guidance is available to support its design. This dissertation is based on the experimental work performed on a movable bed physical model and the use of dimensionless parameters in analyzing the results to provide general functional design guidance that allow the designer, at a particular stretch of coast - to estimate the location and geometric characteristics of the submerged sill as well as to estimate the suitable sand size to be used in the nourishment. This dissertation consists on an experimental analysis of perched beaches by means of a submerged sill, leading to the proposal of general design guidance that allows to estimate the location and geometric characteristics of the submerged sill when facing a wave condition and for a given beach material. The experimental work performed on a bi-dimensional movable bed physical model, where five types of wave conditions are combined with three configurations of the submerged sill (“No structure”, low structure or “Structure 1”, and high structure or “Structure 2”) is described, results are presented, and a detailed discussion of the results - from the hydrodynamic point of view – of the implications of the results by using dimensionless parameters is carried out. A detailed state of the art analysis about perched beaches has been performed, presenting the “perched beach concept” and the case studies of different countries. Besides, a careful revision of the literature about experimental studies on perched beaches, theoretical models, and other topics deemed necessary to formulate the methodology of this work has been completed. The study has been divided into two phases. Within the first phase, experiments on a movable-bed physical model have been developed. The physical model has been built in the Centro de Estudios de Puertos y Costas (CEPYC) facilities, Centro de Estudios y Experimentación de Obras Públicas (CEDEX). The wave flume is 36 m long, 3 m wide and 1.5 m high, and has a piston-type regular wave generator available. The test plan consisted of 15 tests resulting from five wave conditions attacking three different configurations of the perched beach. During the development of the tests, the beach profile has been surveyed at different intervals until equilibrium has been reached according to these measurements. Retreat of the shoreline and relative loss of sediment in volume have been obtained from the measurements. The total effective test time reaches nearly 650 hours, whereas the total number of beach evolution profiles measured amounts to 229. On the second phase, attention is focused on the analysis of results with the aim of understanding the phenomenon, identifying the governing variables and proposing engineering design guidelines. The effect of the wave height, the wave period, the dimensionless freeboard and of the Dean parameter have been analyzed. It has been pointed out the difficulty in understanding the way perched beaches work since they turned out to be beneficial, neutral or harmful according to wave conditions and structure configuration. Besides, the beach profile response as a function of other dimensionless parameters, such as Reynolds number or Froude number, has been studied. In this analysis, the “plunger” parameter has been selected as the most representative, and relationships between the plunger parameter and the wave steepness, the dimensionless crest width, the dimensionless crest height, and the Dean parameter have been identified. Finally, an engineering 4-step design method has been proposed, that allows for the preliminary functional design of the perched beach for a given wave condition. The most relevant contributions from the scientific point of view have been: - The acquisition of a consistent set of experimental results. - The characterization of the behavior of perched beaches. - The proposed relationships between the plunger parameter and the different explanatory variables selected, that allow for the prediction of the beach behavior. - The proposed design method, four-step method, for this type of coastal defense schemes.

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Human monoclonal antibodies have considerable potential in the prophylaxis and treatment of viral disease. However, only a few such antibodies suitable for clinical use have been produced to date. We have previously shown that large panels of human recombinant monoclonal antibodies against a plethora of infectious agents, including herpes simplex virus types 1 and 2, can be established from phage display libraries. Here we demonstrate that facile cloning of recombinant Fab fragments against specific viral proteins in their native conformation can be accomplished by panning phage display libraries against viral glycoproteins "captured" from infected cell extracts by specific monoclonal antibodies immobilized on ELISA plates. We have tested this strategy by isolating six neutralizing recombinant antibodies specific for herpes simplex glycoprotein gD or gB, some of which are against conformationally sensitive epitopes. By using defined monoclonal antibodies for the antigen-capture step, this method can be used for the isolation of antibodies to specific regions and epitopes within the target viral protein. For instance, monoclonal antibodies to a nonneutralizing epitope can be used in the capture step to clone antibodies to neutralizing epitopes, or antibodies to a neutralizing epitope can be used to clone antibodies to a different neutralizing epitope. Furthermore, by using capturing antibodies to more immunodominant epitopes, one can direct the cloning to less immunogenic ones. This method should be of value in generating antibodies to be used both in the prophylaxis and treatment of viral infections and in the characterization of the mechanisms of antibody protective actions at the molecular level.

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The direct electron transfer between indium–tin oxide electrodes (ITO) and cytochrome c encapsulated in different sol–gel silica networks was studied. Cyt c@silica modified electrodes were synthesized by a two-step encapsulation method mixing a phosphate buffer solution with dissolved cytochrome c and a silica sol prepared by the alcohol-free sol–gel route. These modified electrodes were characterized by cyclic voltammetry, UV–vis spectroscopy, and in situ UV–vis spectroelectrochemistry. The electrochemical response of encapsulated protein is influenced by the terminal groups of the silica pores. Cyt c does not present electrochemical response in conventional silica (hydroxyl terminated) or phenyl terminated silica. Direct electron transfer to encapsulated cytochrome c and ITO electrodes only takes place when the protein is encapsulated in methyl modified silica networks.

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This paper proposes a three-step method of evaluating high performance coaches involving feedback from the athletes. First, data are collected using an instrument such as the Coaching Behavior Scale for Sport (CBS-S: Côté, Yardley, Hay, Sedgwick, & Baker, 1999). Second, a summary report is prepared with descriptive information regarding the frequency of behaviors demonstrated by the coach that can be compared to previous results or to a criterion measure. The third step involves appropriate personnel reviewing the report and subsequently providing guidance for individual coach development. This three-step appraisal method provides useful evaluative feedback to coaches and has been used in several sport programs in Canada, the United States, and Australia.

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This paper proposes a three-step method of evaluating high performance coaches involving feedback from the athletes. First, data are collected using an instrument such as the Coaching Behavior Scale for Sport (CBS-S: Cote, Yardley, Hay, Sedgwick, & Baker, 1999). Second, a summary report is prepared with descriptive information regarding the frequency of behaviors demonstrated by the coach that can be compared to previous results or to a criterion measure. The third step involves appropriate personnel reviewing the report and subsequently providing guidance for individual coach development. This three-step appraisal method provides useful evaluative feedback to coaches and has been used in several sport programs in Canada, the United States, and Australia.

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We report results of an experimental study, complemented by detailed statistical analysis of the experimental data, on the development of a more effective control method of drug delivery using a pH sensitive acrylic polymer. New copolymers based on acrylic acid and fatty acid are constructed from dodecyl castor oil and a tercopolymer based on methyl methacrylate, acrylic acid and acryl amide were prepared using this new approach. Water swelling characteristics of fatty acid, acrylic acid copolymer and tercopolymer respectively in acid and alkali solutions have been studied by a step-change method. The antibiotic drug cephalosporin and paracetamol have also been incorporated into the polymer blend through dissolution with the release of the antibiotic drug being evaluated in bacterial stain media and buffer solution. Our results show that the rate of release of paracetamol getss affected by the pH factor and also by the nature of polymer blend. Our experimental data have later been statistically analyzed to quantify the precise nature of polymer decay rates on the pH density of the relevant polymer solvents. The time evolution of the polymer decay rates indicate a marked transition from a linear to a strictly non-linear regime depending on the whether the chosen sample is a general copolymer (linear) or a tercopolymer (non-linear). Non-linear data extrapolation techniques have been used to make probabilistic predictions about the variation in weight percentages of retained polymers at all future times, thereby quantifying the degree of efficacy of the new method of drug delivery.

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In this work a direct activation route of zeolites is assessed. It consists of NH4-exchanging the as-synthesized solids before removing the organic template. Calcination afterwards serves to combust the organic template and creates the Brønsted sites directly; thus applying merely a single thermal step. This method simplifies their activation and the material suffers less thermal stress. The approach was particularly effective for microcrystalline beta and ferrierite zeolites. Thorough investigation of the template content and materials' texture points out to three relevant effects that can explain the effective exchange process: partial removal of the template during exchange creates substantial microporosity (ferrierite), the remaining template is reorganized within the pores (ferrierite) and finally, void space can exist due to the non-perfect matching between the network and template (beta). This shorter method appears suited for microcrystalline zeolites; it was ineffective for crystalline MFI types. © 2013 Elsevier B.V. All rights reserved.

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This paper proposes a three-step method of evaluating high performance coaches involving feedback from the athletes. First, data are collected using an instrument such as the Coaching Behavior Scale for Sport (CBS-S: Côté, Yardley, Hay, Sedgwick, & Baker, 1999). Second, a summary report is prepared with descriptive information regarding the frequency of behaviors demonstrated by the coach that can be compared to previous results or to a criterion measure. The third step involves appropriate personnel reviewing the report and subsequently providing guidance for individual coach development. This three-step appraisal method provides useful evaluative feedback to coaches and has been used in several sport programs in Canada, the United States, and Australia.

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In this work, Pr0.6Sr0.4FeO3-δ -Ce0.9Pr0.1O2-δ (PSFO-CPO) nanofibers were synthesized by a one-step electrospin technique for use in intermediate-temperature solid oxide fuel cell (IT-SOFC) applications. PSFO-CPO nanofibers were produced with a diameter of about 100nm and lengths exceeding tens of microns. The thermal expansion coefficient (TEC) matches with standard GDC electrolytes and the resulting conductivity also satisfies the needs of IT-SOFCs cathodes. EIS analysis of the nanofiber structured electrode gives a polarization resistance of 0.072Ωcm2 at 800°C, smaller than that from the powdered cathode with the same composition. The excellent electrochemical performance can be attributed to the well-constructed microstructure of the nanofiber structured cathode, which promotes surface oxygen diffusion and charge transfer processes. All the results imply that the one-step electrospin method is a facile and practical way of improving the cathode properties and that PSFO-CPO is a promising cathode material for IT-SOFCs.

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Abstract : Although concrete is a relatively green material, the astronomical volume of concrete produced worldwide annually places the concrete construction sector among the noticeable contributors to the global warming. The most polluting constituent of concrete is cement due to its production process which releases, on average, 0.83 kg CO[subscript 2] per kg of cement. Self-consolidating concrete (SCC), a type of concrete that can fill in the formwork without external vibration, is a technology that can offer a solution to the sustainability issues of concrete industry. However, all of the workability requirements of SCC originate from a higher powder content (compared to conventional concrete) which can increase both the cost of construction and the environmental impact of SCC for some applications. Ecological SCC, Eco-SCC, is a recent development combing the advantages of SCC and a significantly lower powder content. The maximum powder content of this concrete, intended for building and commercial construction, is limited to 315 kg/m[superscript 3]. Nevertheless, designing Eco-SCC can be challenging since a delicate balance between different ingredients of this concrete is required to secure a satisfactory mixture. In this Ph.D. program, the principal objective is to develop a systematic design method to produce Eco-SCC. Since the particle lattice effect (PLE) is a key parameter to design stable Eco-SCC mixtures and is not well understood, in the first phase of this research, this phenomenon is studied. The focus in this phase is on the effect of particle-size distribution (PSD) on the PLE and stability of model mixtures as well as SCC. In the second phase, the design protocol is developed, and the properties of obtained Eco-SCC mixtures in both fresh and hardened states are evaluated. Since the assessment of robustness is crucial for successful production of concrete on large-scale, in the final phase of this work, the robustness of one the best-performing mixtures of Phase II is examined. It was found that increasing the volume fraction of a stable size-class results in an increase in the stability of that class, which in turn contributes to a higher PLE of the granular skeleton and better stability of the system. It was shown that a continuous PSD in which the volume fraction of each size class is larger than the consecutive coarser class can increase the PLE. Using such PSD was shown to allow for a substantial increase in the fluidity of SCC mixture without compromising the segregation resistance. An index to predict the segregation potential of a suspension of particles in a yield stress fluid was proposed. In the second phase of the dissertation, a five-step design method for Eco-SCC was established. The design protocol started with the determination of powder and water contents followed by the optimization of sand and coarse aggregate volume fractions according to an ideal PSD model (Funk and Dinger). The powder composition was optimized in the third step to minimize the water demand while securing adequate performance in the hardened state. The superplasticizer (SP) content of the mixtures was determined in next step. The last step dealt with the assessment of the global warming potential of the formulated Eco-SCC mixtures. The optimized Eco-SCC mixtures met all the requirements of self-consolidation in the fresh state. The 28-day compressive strength of such mixtures complied with the target range of 25 to 35 MPa. In addition, the mixtures showed sufficient performance in terms of drying shrinkage, electrical resistivity, and frost durability for the intended applications. The eco-performance of the developed mixtures was satisfactory as well. It was demonstrated in the last phase that the robustness of Eco-SCC is generally good with regards to water content variations and coarse aggregate characteristics alterations. Special attention must be paid to the dosage of SP during batching.

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This paper explores the possibility of using the Moire-Fourier deflectometry for measuring the local heat transfer coefficient inside small confined flows (micro-channels) and their relevance for checking theoretical models. This optical technique, supplemented with a digital image processing method of fringes, is applied for studying the local heat transfer over a backward facing step. The experimental results are compared with numerical results obtained from a commercial code, which has been contrasted with relevant solutions from the literature and bulk fluid temperature measurements at the inlet and outlet sections. In order to show the possibilities of the experimental technique, the influence of assuming an adiabatic wall on the numerical heat-transfer model is examined and the degree of agreement is discussed. As a result, the paper shows that the proposed Moiré-Fourier technique is a simple experimental setup suitable for temperature measurements with an accuracy similar to the thermocouples but with a spatial resolution near 0.01 mm.Moiré-Fourier deflectometry for local heat transfer measurement over a backward-facing step

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In the case of quantum wells, the indium segregation leads to complex potential profiles that are hardly considered in the majority of the theoretical models. The authors demonstrated that the split-operator method is useful tool for obtaining the electronic properties in these cases. Particularly, they studied the influence of the indium surface segregation in optical properties of InGaAs/GaAs quantum wells. Photoluminescence measurements were carried out for a set of InGaAs/GaAs quantum wells and compared to the results obtained theoretically via split-operator method, showing a good agreement.

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This communication describes an improved one-step solid-phase extraction method for the recovery of morphine (M), morphine-3-glucuronide (M3G), and morphine-6-glucuronide (M6G) from human plasma with reduced coextraction of endogenous plasma constituents, compared to that of the authors' previously reported method. The magnitude of the peak caused by endogenous plasma components in the chromatogram that eluted immediately before the retention time of M3G has been reduced (similar to 80%) significantly (p < 0.01) while achieving high extraction efficiencies for the compounds of interest, viz morphine, M6G, and M3G (93.8 +/- 2.5, 91.7 +/- 1.7, and 93.1 +/- 2.2%, respectively). Furthermore, when the improved solid-phase extraction method was used, the extraction cartridge-derived late-eluting peak (retention time 90 to 100 minutes) reported in our previous method, was no longer present in the plasma extracts. Therefore the combined effect of reducing the recovery of the endogenous components of plasma that chromatographed just before the retention time of M3G and the removal of the late-eluting, extraction cartridge-derived peak has resulted in a decrease in the chromatographic run-time to 20 minutes, thereby increasing the sample throughput by up to 100%.