Surface mean flow and turbulence structure in tropical cyclone winds

Hurricanes are one of the deadliest and costliest natural hazards affecting the Gulf coast and Atlantic coast areas of the United States. An effective way to minimize hurricane damage is to strengthen structures and buildings. The investigation of surface level hurricane wind behavior and the resultant wind loads on structures is aimed at providing structural engineers with information on hurricane wind characteristics required for the design of safe structures. Information on mean wind profiles, gust factors, turbulence intensity, integral scale, and turbulence spectra and co-spectra is essential for developing realistic models of wind pressure and wind loads on structures. The research performed for this study was motivated by the fact that considerably fewer data and validated models are available for tropical than for extratropical storms. ^ Using the surface wind measurements collected by the Florida Coastal Monitoring Program (FCMP) during hurricane passages over coastal areas, this study presents comparisons of surface roughness length estimates obtained by using several estimation methods, and estimates of the mean wind and turbulence structure of hurricane winds over coastal areas under neutral stratification conditions. In addition, a program has been developed and tested to systematically analyze Wall of Wind (WoW) data, that will make it possible to perform analyses of baseline characteristics of flow obtained in the WoW. This program can be used in future research to compare WoW data with FCMP data, as gust and turbulence generator systems and other flow management devices will be used to create WoW flows that match as closely as possible real hurricane wind conditions. ^ Hurricanes are defined as tropical cyclones for which the maximum 1-minute sustained surface wind speeds exceed 74 mph. FCMP data include data for tropical cyclones with lower sustained speeds. However, for the winds analyzed in this study the speeds were sufficiently high to assure that neutral stratification prevailed. This assures that the characteristics of those winds are similar to those prevailing in hurricanes. For this reason in this study the terms tropical cyclones and hurricanes are used interchangeably. ^

Surface Mean Flow and Turbulence Structure in Tropical Cyclone Winds

Hurricanes are one of the deadliest and costliest natural hazards affecting the Gulf coast and Atlantic coast areas of the United States. An effective way to minimize hurricane damage is to strengthen structures and buildings. The investigation of surface level hurricane wind behavior and the resultant wind loads on structures is aimed at providing structural engineers with information on hurricane wind characteristics required for the design of safe structures. Information on mean wind profiles, gust factors, turbulence intensity, integral scale, and turbulence spectra and co-spectra is essential for developing realistic models of wind pressure and wind loads on structures. The research performed for this study was motivated by the fact that considerably fewer data and validated models are available for tropical than for extratropical storms. Using the surface wind measurements collected by the Florida Coastal Monitoring Program (FCMP) during hurricane passages over coastal areas, this study presents comparisons of surface roughness length estimates obtained by using several estimation methods, and estimates of the mean wind and turbulence structure of hurricane winds over coastal areas under neutral stratification conditions. In addition, a program has been developed and tested to systematically analyze Wall of Wind (WoW) data, that will make it possible to perform analyses of baseline characteristics of flow obtained in the WoW. This program can be used in future research to compare WoW data with FCMP data, as gust and turbulence generator systems and other flow management devices will be used to create WoW flows that match as closely as possible real hurricane wind conditions. Hurricanes are defined as tropical cyclones for which the maximum 1-minute sustained surface wind speeds exceed 74 mph. FCMP data include data for tropical cyclones with lower sustained speeds. However, for the winds analyzed in this study the speeds were sufficiently high to assure that neutral stratification prevailed. This assures that the characteristics of those winds are similar to those prevailing in hurricanes. For this reason in this study the terms tropical cyclones and hurricanes are used interchangeably.

Sistema de conversão de energia eólica baseado no gerador de indução duplamente alimentado: análise e contribuição ao controle da máquina

The humanity reached a time of unprecedented technological development. Science has achieved and continues to achieve technologies that allowed increasingly to understand the universe and the laws which govern it, and also try to coexist without destroying the planet we live on. One of the main challenges of the XXI century is to seek and increase new sources of clean energy, renewable and able to sustain our growth and lifestyle. It is the duty of every researcher engage and contribute in this race of energy. In this context, wind power presents itself as one of the great promises for the future of electricity generation . Despite being a bit older than other sources of renewable energy, wind power still presents a wide field for improvement. The development of new techniques for control of the generator along with the development of research laboratories specializing in wind generation are one of the key points to improve the performance, efficiency and reliability of the system. Appropriate control of back-to-back converter scheme allows wind turbines based on the doubly-fed induction generator to operate in the variable-speed mode, whose benefits include maximum power extraction, reactive power injection and mechanical stress reduction. The generator-side converter provides control of active and reactive power injected into the grid, whereas the grid-side converter provides control of the DC link voltage and bi-directional power flow. The conventional control structure uses PI controllers with feed-forward compensation of cross-coupling dq terms. This control technique is sensitive to model uncertainties and the compensation of dynamic dq terms results on a competing control strategy. Therefore, to overcome these problems, it is proposed in this thesis a robust internal model based state-feedback control structure in order to eliminate the cross-coupling terms and thereby improve the generator drive as well as its dynamic behavior during sudden changes in wind speed. It is compared the conventional control approach with the proposed control technique for DFIG wind turbine control under both steady and gust wind conditions. Moreover, it is also proposed in this thesis an wind turbine emulator, which was developed to recreate in laboratory a realistic condition and to submit the generator to several wind speed conditions.

Theologie des Alten Testaments

von Dr. Gust. Fr. Oehler, weil ord. Prof. der Theol., Ephorus des evang.-theol. Seminars in Tübingen

Aerodynamic Testing of Variable Message Signs

The increasing nationwide interest in intelligent transportation systems (ITS) and the need for more efficient transportation have led to the expanding use of variable message sign (VMS) technology. VMS panels are substantially heavier than flat panel aluminum signs and have a larger depth (dimension parallel to the direction of traffic). The additional weight and depth can have a significant effect on the aerodynamic forces and inertial loads transmitted to the support structure. The wind induced drag forces and the response of VMS structures is not well understood. Minimum design requirements for VMS structures are contained in the American Association of State Highway Transportation Officials Standard Specification for Structural Support for Highway Signs, Luminaires, and Traffic Signals (AASHTO Specification). However the Specification does not take into account the prismatic geometry of VMS and the complex interaction of the applied aerodynamic forces to the support structure. In view of the lack of code guidance and the limited number research performed so far, targeted experimentation and large scale testing was conducted at the Florida International University (FIU) Wall of Wind (WOW) to provide reliable drag coefficients and investigate the aerodynamic instability of VMS. A comprehensive range of VMS geometries was tested in turbulence representative of the high frequency end of the spectrum in a simulated suburban atmospheric boundary layer. The mean normal, lateral and vertical lift force coefficients, in addition to the twisting moment coefficient and eccentricity ratio, were determined using the measured data for each model. Wind tunnel testing confirmed that drag on a prismatic VMS is smaller than the 1.7 suggested value in the current AASHTO Specification (2013). An alternative to the AASHTO Specification code value is presented in the form of a design matrix. Testing and analysis also indicated that vortex shedding oscillations and galloping instability could be significant for VMS signs with a large depth ratio attached to a structure with a low natural frequency. The effect of corner modification was investigated by testing models with chamfered and rounded corners. Results demonstrated an additional decrease in the drag coefficient but a possible Reynolds number dependency for the rounded corner configuration.

Changes detected at Corralejo dune field from 1994 to 2014

[EN]Understanding coastal dune field evolution is a challenge because of their complex dynamic nature. This work has been carried out by means of photointerpretation of 5 orthophotos covering the period 1994-2014. A geographical information system has been developed, including information of the three geomorphological landforms (sand sheets, dune areas, and deflation surfaces) present in the area, as well two additional information layers (vegetation and artificial structures) that interact with the previous ones. The GIS also includes information of the dune crests movement over the same period, which has been correlated with gust wind data.

Waroitus sana suruttomille syndisille

Invokaatio: Jesuxen nimeen.

Lyhykäinen neuwo katumattomillen syntisillen: mitä heidän pitää puoleltansa tekemän, että he oikein ja wähän ajan sisällä tulisiwat kääntyneeksi

Laine ja Perälän mukaan suomentanut Henrik Renqvist.

Pieni Kempi, eli, Lyhykäiset opetukset ja rukoukset pienille ja yksinkertaisille kokoon kouttu Thomas Kempin pienistä kirjoista. Lisäksi otettu wiisi sangen merkillistä lukua Johan Arndin Totisesta christillisyydestä

Pippingin mukaan suomentanut Henr. Renqvist. - Laineen mukaan kustantaja todennäköisesti Henrik Renqvist.

Niveles de actividad física de niños y adolescentes durante las clases de educación física en tres colegios oficiales de Bogotá

La clase de educación física es un espacio en el cual los niños y adolescentes pueden incrementar los niveles de actividad física y alcanzar las recomendaciones emitidas por la Organización Mundial de la Salud (OMS), sin embargo, existe poca evidencia científica a nivel nacional sobre las actividades físicas que realizan los estudiantes dentro del ámbito escolar, específicamente dentro de las clases de educación física y sus relaciones con el contexto; es por esto que el objetivo de este estudio fue evaluar los niveles de actividad física de niños y adolescentes durante las clases de educación física en tres colegios oficiales de Bogotá, Colombia, por medio de la herramienta SOFIT. Estudio de diseño descriptivo y transversal realizado entre octubre de 2014 y mayo de 2015. Las observaciones se llevaron a cabo en tres colegios oficiales de la ciudad de Bogotá ubicados en las localidades de Tunjuelito y Ciudad Bolívar que aceptaron su participación en la investigación. Se obtuvo la aprobación para participar de 1361 estudiantes (682 niñas y 679 niños) de 5 a 17 años de los cuales 180 estudiantes (93 niños y 87 niñas) fueron seleccionados de manera aleatoria sistemática, siguiendo el protocolo SOFIT para observar su nivel de actividad física durante las clases de educación física. El 45,23% del tiempo de la clase de educación física los estudiantes mantuvieron un comportamiento sedentario; mientras que el 30.91% y el 23.86% del tiempo de la clase presentaron un nivel de actividad física moderada (AFM) y vigorosa (AFV) respectivamente. El nivel de actividad física moderada a vigorosa (AFMV), fue de 54,78% es decir, 35,27 minutos de la clase. Los docentes no promovieron la actividad física en un 56,47% del tiempo de la clase y se encontró que ningún docente promovió la actividad física fuera de la clase, es decir, alentando a sus estudiantes a que practicaran cualquier forma de actividad física en horas extraescolares. El contexto de la clase que más se desarrolló fue la condición física con un 35,66% del tiempo de la clase, seguido por los contextos de generalidades 24,83% y habilidades 23,84%. El contexto de la clase generalidades está asociada significativamente y de manera negativa (β=-0,32, p=0,006) con menor porcentaje de tiempo en AFM y AFV, las variables activas de SOFIT, lo que sugiere que las clases deben invertir menos tiempo en este contexto e incrementar el porcentaje de tiempo en los otros contextos como condición física y habilidades para aumentar la cantidad de minutos de AFMV en los estudiantes.