Dissection of the Appendix with Ultrasound-Activated Scalpel: An Experimental Study in Pediatric Laparoscopic Appendectomy

Abstract Background: The aim of this study was to examine mechanical, microbiologic, and morphologic changes of the appendicle rim to assess if it is appropriate to dissect the appendix with the ultrasound-activated scalpel (UAS) during laparoscopic appendectomy. Materials and Methods: After laparoscopic resection of the appendix, using conventional Roeder slings, we investigated 50 appendicle rims with an in vitro procedure. The overall time of dissection of the mesoappendix with UAS was noted. Following removal, the appendix was dissected in vitro with the UAS one cme from the resection rim. Seal-burst pressures were recorded. Bacterial cultures of the UAS-resected rim were compared with those of the scissors resected rim. Tissue changes were quantified histologically with hematoxylin and eosin (HE) stains. Results: The average time to dissect the mesoappendix was 228 seconds (25-900). Bacterial culture growths were less in the UAS-resected probes (7 versus 36 positive probes; (p > 0.01). HE-stained tissues revealed mean histologic changes in the lamina propria muscularis externa of 2 mm depth. The seal-burst pressure levels of the appendicle lumen had a mean of 420 mbar. Seal-burst pressures and depths of histologic changes were not dependent on the different stages of appendicitis investigated, gender, or age groups. Seal-burst pressure levels were not related to different depths of tissue changes (P = 0.64). Conclusions: The UAS is a rapid instrument for laparoscopic appendectomy and appears to be safe with respect to stability, sterility and tissue changes. It avoids complex time consuming instrument change manoeuvres and current transmission, which may induce intra- and postoperative complications. Our results suggest that keeping a safety margin of at least 5 mm from the bowel would be sufficient to avoid thermal damage.

Simulationsgestützte Untersuchung der Spurtreue von Routenzügen

Für den innerbetrieblichen Transport und besonders für die Materialversorgung in der Produktion werden zunehmend Routenzüge eingesetzt, die aus einem Schleppfahrzeug und bis zu fünf Anhängern bestehen. Um gute Manövrierbarkeit und einen geringen Platzbedarf zu gewährleisten, sollten Routenzuganhänger möglichst spurtreu sein. In diesem Beitrag wird die Spurtreue exemplarisch für zwei am Markt verfügbare Anhänger für Routenzüge mit zwei ungelenkten und vier gelenkten Rädern untersucht. Hierfür wird zunächst ein Gütekriterium definiert, das die maximale Abweichung von der Spurtreue quantitativ erfasst. Außerdem werden Testszenarien vorgeschlagen, um die verschiedenen Fahrwerks- und Lenkkonzepte vergleichen zu können. Mit Hilfe eines entwickelten analytischen Modells werden die Abweichungen in der Spurtreue bei stationärer Kreisfahrt für die zwei gewählten Konzepte berechnet und dargestellt. Zusätzlich wird eine Mehrkörper-Simulation, die eine tiefere physikalische Modellierung und die Untersuchung komplexerer Fahrmanöver erlaubt, durchgeführt und mit den analytischen Ergebnissen verglichen. Es kann gezeigt werden, dass neben der Lenkkinematik weitere Parameter wie das Schräglaufverhalten der Reifen Einfluss auf die Spurtreue haben.

Simulationsgestützte Entwicklung eines Lenkkonzeptes für Routenzüge

Schleppzüge haben für den innerbetrieblichen Materialtransport in den letzten Jahren stark an Bedeutung gewonnen. Wichtige Eigenschaften sind die Manövrierbarkeit und die Spurtreue, da sie maßgeblich den Flächenbedarf bestimmen. In diesem Beitrag wird das Nachlaufverhalten von Schleppzügen, die sich durch ihr Fahrwerks- und Lenkkonzept unterscheiden, untersucht sowie eine neue Lenkkinematik vorgestellt. Um die Spurtreue der verschiedenen Konzepte objektiv vergleichen zu können, werden zunächst Fahrmanöver und ein Gütekriterium definiert, so dass die Abweichungen von der Spurtreue quantitativ beschrieben und verglichen werden können. Mit einem in diesem Beitrag vorgestellten analytischen Modell können bereits für die stationäre Kreisfahrt wichtige Aus-sagen über die Spurabweichungen getroffen werden. Zu-sätzlich werden Simulationen durchgeführt, die eine tiefere physikalische Modellierung und die Untersuchung komple-xerer Fahrmanöver erlauben. Außerdem wird dargestellt, dass auch die Art des Fahrmanövers Einfluss auf die Spurabweichung hat. Fahrwerks- und Lenkkonzepte, die bei stationärer Kreisfahrt ein sehr gutes Nachlaufverhalten aufweisen und bisher als spurtreu bezeichnet wurden, zeigen beim Ein- oder Ausfahren aus der Kurve zum Teil erhebliche Spurabweichungen. Mit diesen Erkenntnissen wird ein neues Lenkkonzept vorgestellt, das sich insbesondere durch einen sehr einfachen Aufbau sowie eine hohe Spurtreue auszeichnet.

Effect of mannitol dry powder challenge on exhaled nitric oxide in children

BACKGROUND Fractional exhaled nitric oxide (FENO), a non-invasive marker of eosinophilic airway inflammation, is increasingly used for diagnostic and therapeutic decisions in adult and paediatric asthma. Standardized guidelines for the measurement of FENO recommend performing FENO measurements before rather than after bronchial provocation tests. OBJECTIVE To investigate whether FENO levels decrease after a Mannitol dry powder (MDP) challenge in a clinical setting, and whether the extent of the decrease is influenced by number of MDP manoeuvres, baseline FENO, atopy and doctor diagnosed asthma. METHODS Children aged 6-16 years, referred for possible reactive airway disease to a respiratory outpatient clinic, performed an MDP challenge (Aridol®, Pharmaxis, Australia). FENO was measured in doublets immediately before and after the challenge test using the portable NIOX MINO® device (Aerocrine, Stockholm, Sweden). We analysed the data using Kruskal-Wallis rank tests, Wilcoxon signed rank tests and multivariable linear regressions. RESULTS One hundred and seven children completed both tests (mean±SD age 11.5±2.8 years). Overall, median (interquartile range) FENO decreased slightly by -2.5 ppb (-7.0, -0.5), from 18.5 ppb (10.5, 45.5) before the MDP challenge to 16.5 ppb thereafter (8.5, 40.5; p<0.001). In all participants, the change in FENO was smaller than one standard deviation of the baseline mean. The % fall in FENO was smaller in children with less MDP manoeuvres (e.g. higher bronchial responsiveness; p = 0.08) but was not influenced by levels of baseline FENO (p = 0.68), atopy (p = 0.84) or doctor diagnosed asthma (p = 0.93). CONCLUSION MDP challenge test influences FENO values but differences are small and clinically barely relevant.

Robotic lobectomy: tips, pitfalls and troubleshooting

The robotic approach in thoracic surgery has rapidly gained popularity in recent years. As with the introduction of any new technology, this warrants not only adaptation of the operative technique itself, but also the evolution of appropriate troubleshooting strategies. A selected number of helpful tips and technical procedural manoeuvres have been compiled to prevent intraoperative problems, as well as to overcome challenging situations that can arise during robotic lobectomies. In robotic surgery, as opposed to open surgery or video-assisted thoracic surgery, these tips serve an important purpose for the operating surgeon, as well as the entire surgical team involved in the procedure. All the assembled recommendations have proved their effectiveness and have been successfully used by the authors in many procedures. Furthermore, these manoeuvres have been found to be of great importance in the training and proctoring of thoracic surgeons, fellows and residents (bed-side assistants). This guide of clearly arranged tips and troubleshooting strategies offers surgeons a useful tool to overcome difficult situations in robotic lobectomy and preferably improve the reproducibility and safety of their procedures.

Breathing manoeuvre-dependent changes in myocardial oxygenation in healthy humans.

AIMS CO₂ is an intrinsic vasodilator for cerebral and myocardial blood vessels. Myocardial vasodilation without a parallel increase of the oxygen demand leads to changes in myocardial oxygenation. Because apnoea and hyperventilation modify blood CO₂, we hypothesized that voluntary breathing manoeuvres induce changes in myocardial oxygenation that can be measured by oxygenation-sensitive cardiovascular magnetic resonance (CMR). METHODS AND RESULTS Fourteen healthy volunteers were studied. Eight performed free long breath-hold as well as a 1- and 2-min hyperventilation, whereas six aquatic athletes were studied during a 60-s breath-hold and a free long breath-hold. Signal intensity (SI) changes in T₂*-weighted, steady-state free precession, gradient echo images at 1.5 T were monitored during breathing manoeuvres and compared with changes in capillary blood gases. Breath-holds lasted for 35, 58 and 117 s, and hyperventilation for 60 and 120 s. As expected, capillary pCO₂ decreased significantly during hyperventilation. Capillary pO₂ decreased significantly during the 117-s breath-hold. The breath-holds led to a SI decrease (deoxygenation) in the left ventricular blood pool, while the SI of the myocardium increased by 8.2% (P = 0.04), consistent with an increase in myocardial oxygenation. In contrast, hyperventilation for 120 s, however, resulted in a significant 7.5% decrease in myocardial SI/oxygenation (P = 0.02). Change in capillary pCO₂ was the only independently correlated variable predicting myocardial oxygenation changes during breathing manoeuvres (r = 0.58, P < 0.01). CONCLUSION In healthy individuals, breathing manoeuvres lead to changes in myocardial oxygenation, which appear to be mediated by CO₂. These changes can be monitored in vivo by oxygenation-sensitive CMR and thus, may have value as a diagnostic tool.

Programas políticos y bienes y usos comunales en Lorena durante la Revolución Francesa

La historiografía inglesa ha ahondado en el estudio de los bienes y usos comunales con el propósito de comprender el rol que jugó la transformación de los mismos en la transición del feudalismo al capitalismo. No obstante, su contraparte francesa ha tendido a relegar este tipo de estudios a un segundo plano, sobre todo en lo que a los usos comunales respecta. De hecho, en los últimos veinte años se ha postulado la necesidad de estudiar a los bienes y usos comunales por separado, compartimentando el análisis histórico. El presente trabajo parte de un estudio de caso centrado en la región de Lorena, y pretende analizar el rol jugado por las luchas en torno a los bienes y usos comunales durante el período revolucionario en la transición del feudalismo al capitalismo. Sugerimos que en Lorena el conflicto por los bienes comunales estimuló, al transformar la base material de producción, disputas más amplias en torno a las prácticas rurales que fueron redefiniendo la apropiación de la renta rural, beneficiando a los sectores que producían con mano de obra asalariada

Programas políticos y bienes y usos comunales en Lorena durante la Revolución Francesa

La historiografía inglesa ha ahondado en el estudio de los bienes y usos comunales con el propósito de comprender el rol que jugó la transformación de los mismos en la transición del feudalismo al capitalismo. No obstante, su contraparte francesa ha tendido a relegar este tipo de estudios a un segundo plano, sobre todo en lo que a los usos comunales respecta. De hecho, en los últimos veinte años se ha postulado la necesidad de estudiar a los bienes y usos comunales por separado, compartimentando el análisis histórico. El presente trabajo parte de un estudio de caso centrado en la región de Lorena, y pretende analizar el rol jugado por las luchas en torno a los bienes y usos comunales durante el período revolucionario en la transición del feudalismo al capitalismo. Sugerimos que en Lorena el conflicto por los bienes comunales estimuló, al transformar la base material de producción, disputas más amplias en torno a las prácticas rurales que fueron redefiniendo la apropiación de la renta rural, beneficiando a los sectores que producían con mano de obra asalariada

Programas políticos y bienes y usos comunales en Lorena durante la Revolución Francesa

La historiografía inglesa ha ahondado en el estudio de los bienes y usos comunales con el propósito de comprender el rol que jugó la transformación de los mismos en la transición del feudalismo al capitalismo. No obstante, su contraparte francesa ha tendido a relegar este tipo de estudios a un segundo plano, sobre todo en lo que a los usos comunales respecta. De hecho, en los últimos veinte años se ha postulado la necesidad de estudiar a los bienes y usos comunales por separado, compartimentando el análisis histórico. El presente trabajo parte de un estudio de caso centrado en la región de Lorena, y pretende analizar el rol jugado por las luchas en torno a los bienes y usos comunales durante el período revolucionario en la transición del feudalismo al capitalismo. Sugerimos que en Lorena el conflicto por los bienes comunales estimuló, al transformar la base material de producción, disputas más amplias en torno a las prácticas rurales que fueron redefiniendo la apropiación de la renta rural, beneficiando a los sectores que producían con mano de obra asalariada

Eigenstructure Assignment Based Controllers Applied to Flexible Spacecraft

The objective of this paper is to evaluate the behaviour of a controller designed using a parametric Eigenstructure Assignment method and to evaluate its suitability for use in flexible spacecraft. The challenge of this objective lies in obtaining a suitable controller that is specifically designated to alleviate the deflections and vibrations suffered by external appendages in flexible spacecraft while performing attitude manoeuvres. One of the main problems in these vehicles is the mechanical cross-coupling that exists between the rigid and flexible parts of the spacecraft. Spacecraft with fine attitude pointing requirements need precise control of the mechanical coupling to avoid undesired attitude misalignment. In designing an attitude controller, it is necessary to consider the possible vibration of the solar panels and how it may influence the performance of the rest of the vehicle. The nonlinear mathematical model of a flexible spacecraft is considered a close approximation to the real system. During the process of controller evaluation, the design process has also been taken into account as a factor in assessing the robustness of the system.

Simulation of Freight Trains Equipped with Partially Filled Tank Containers and Related Resonance Phenomenon

To study the fluid motion-vehicle dynamics interaction, a model of four, liquid filled two-axle container freight wagons was set up. The railway vehicle has been modelled as a multi-body system (MBS). To include fluid sloshing, an equivalent mechanical model has been developed and incorporated. The influence of several factors has been studied in computer simulations, such as track defects, curve negotiation, train velocity, wheel wear, liquid and solid wagonload, and container baffles. SIMPACK has been used for MBS analysis, and ANSYS for liquid sloshing modelling and equivalent mechanical systems validation. Acceleration and braking manoeuvres of the freight train set the liquid cargo into motion. This longitudinal sloshing motion of the fluid cargo inside the tanks initiated a swinging motion of some components of the coupling gear. The coupling gear consists of UIC standard traction hooks and coupling screws that are located between buffers. One of the coupling screws is placed in the traction hook of the opposite wagon thus joining the two wagons, whereas the unused coupling screw rests on a hanger. Simulation results showed that, for certain combinations of type of liquid, filling level and container dimensions, the liquid cargo could provoke an undesirable, although not hazardous, release of the unused coupling screw from its hanger. The coupling screw's release was especially obtained when a period of acceleration was followed by an abrupt braking manoeuvre at 1 m/s2. It was shown that a resonance effect between the liquid's oscillation and the coupling screw's rotary motion could be the reason for the coupling screw's undesired release. Possible solutions to avoid the phenomenon are given.Acceleration and braking manoeuvres of the freight train set the liquid cargo into motion. This longitudinal sloshing motion of the fluid cargo inside the tanks initiated a swinging motion of some components of the coupling gear. The coupling gear consists of UIC standard traction hooks and coupling screws that are located between buffers. One of the coupling screws is placed in the traction hook of the opposite wagon thus joining the two wagons, whereas the unused coupling screw rests on a hanger. This paper reports on a study of the fluid motion-train vehicle dynamics interaction. In the study, a model of four, liquid-filled two-axle container freight wagons was developed. The railway vehicle has been modeled as a multi-body system (MBS). To include fluid sloshing, an equivalent mechanical model has been developed and incorporated. The influence of several factors has been studied in computer simulations, such as track defects, curve negotiation, train velocity, wheel wear, liquid and solid wagonload, and container baffles. A simulation program was used for MBS analysis, and a finite element analysis program was used for liquid sloshing modeling and equivalent mechanical systems validation. Acceleration and braking maneuvers of the freight train set the liquid cargo into motion. This longitudinal sloshing motion of the fluid cargo inside the tanks initiated a swinging motion of some components of the coupling gear. Simulation results showed that, for certain combinations of type of liquid, filling level and container dimensions, the liquid cargo could provoke an undesirable, although not hazardous, release of an unused coupling screw from its hanger. It was shown that a resonance effect between the liquid's oscillation and the coupling screw's rotary motion could be the reason for the coupling screw's undesired release. Solutions are suggested to avoid the resonance problem, and directions for future research are given.

Efficient computation of the pressures developed during high-speed train passing events

The paper resumes the results obtained applying various implementations of the direct boundary element method (BEM) to the solution of the Laplace Equation governing the potential flow problem during everyday service manoeuvres of high-speed trains. In particular the results of train passing events at three different speed combinations are presented. Some recommendations are given in order to reduce calculation times which as is demonstrated can be cut down to not exceed reasonable limits even when using nowadays office PCs. Thus the method is shown to be a very valuable tool for the design engineer.

Comportamiento estructural de tuberías forzadas y blindajes en saltos hidroeléctricos : propuestas de diseño y cálculo

En los últimos años ha aumentado el interés en el desarrollo de proyectos en el ámbito de las centrales hidroeléctricas y en concreto en las centrales reversibles. Estas centrales están diseñadas para grandes caudales y saltos, lo cual conlleva túneles de gran diámetro y alta presión y a menudo son esquemas subterráneos. Por ello, los estudios relativos a revestimientos de túneles en presión y los referentes a los blindajes de acero han cobrado una mayor relevancia. En las décadas de los 60 y 70 se realizó una importante labor de investigación coincidiendo con el desarrollo hidroeléctrico en Europa y Norteamérica, que sin embargo ha quedado sin continuidad hasta esta década, en la que se ha experimentado un impulso debido al desarrollo de nuevos proyectos hidroeléctricos de gran magnitud. La adecuación de los métodos de cálculo de blindajes supone una herramienta imprescindible en el correcto desarrollo técnico de los nuevos proyectos hidroeléctricos, así como para la evaluación de la seguridad de los saltos hidroeléctricos existentes en operación. En la presente Tesis se realiza un análisis del comportamiento estructural de las galerías en presión de saltos hidroeléctricos, así como una discusión y revisión de los métodos de cálculo existentes. En concreto se analizan los siguientes aspectos: •Descripción y comparación de las formulaciones existentes para el cálculo de blindajes tanto a presión exterior como interior. •Aplicación del Método de Elementos Finitos para la modelización y cálculo resistente y frente a inestabilidad de blindajes sometidos a presión exterior. •Análisis de un caso real, en el que se ha producido un fallo estructural en un blindaje sometido a presión exterior. Discusión sobre el comportamiento de blindajes con rigidizadores. Estudio paramétrico de la capacidad resistente y de la estabilidad de los blindajes con rigidizadores. •Estudio del comportamiento diferenciado entre un rigidizador y un conector. •Detalles constructivos y de durabilidad de las galerías en presión. •Desarrollo de una metodología para el cálculo de blindajes y tuberías forzadas a fatiga derivada de las variaciones de presión de la conducción. •Análisis de un caso real de una tubería forzada sometida a procesos de variación de carga, evaluando su seguridad frente a la fatiga. El cálculo de blindajes en galerías forzadas presenta una serie de aspectos complejos, y que no permiten la definición del problema con exactitud, tales como las características del macizo rocoso y su permeabilidad, la determinación del nivel freático, la holgura existente entre el blindaje y el revestimiento del trasdós y sus posibles defectos geométricos. Por estas incertidumbres, el cálculo de blindajes supone una materia compleja y que debe ser abordada desde la cautela y el análisis de otros trabajos y/o análisis realizados con anterioridad. En cualquier caso, debe realizarse un análisis de sensibilidad de los diversos parámetros que intervienen en el cálculo. En esta tesis se han descrito las principales formulaciones de cálculo de blindajes de galerías forzadas sometidas a presión interior y exterior; se ha constatado que existe una gran diversidad y que de su aplicación no se llega a resultados concluyentes. Las formulaciones clásicas utilizadas en el cálculo de blindajes lisos y con rigidizadores sometidos a presión exterior (Amstutz y Jacobsen) no resultan del todo adecuadas ni son de aplicación general. Además, pueden arrojar resultados no conservadores o conducir a un sobredimensionamiento del blindaje en otros casos. En las formulaciones tradicionales de diseño se han tenido en cuenta como imperfecciones la holgura del blindaje y la ovalidad del mismo. En la presente tesis, se han analizado imperfecciones de tipo ondulatorio derivadas de los procesos de soldadura y la existencia de espesores reducidos en zonas de corrosión. En el caso práctico analizado sometido a presión exterior, se ha comprobado el funcionamiento real del blindaje mediante los modelos realizados con elementos finitos. Se desprende que los rigidizadores no han funcionado como tales, puesto que para blindajes lisos se obtienen presiones más bajas de pandeo y para el caso de funcionamiento correcto de los rigidizadores se habría obtenido un coeficiente de seguridad suficiente. Por este motivo, se ha analizado el posible funcionamiento de los rigidizadores, que en determinados casos pueden actuar como conectores. En estos casos deben dimensionarse de forma adecuada las soldaduras para soportar las tensiones entre chapa y conector. Por otra parte, tradicionalmente no se han tenido en cuenta los efectos de fatiga que pueden ocasionar los golpes de ariete y las pulsaciones de presión debidas a la regulación secundaria de la red. En esta tesis se ha establecido un procedimiento de comprobación de tuberías forzadas y blindajes sometidos a procesos de fatiga. Adicionalmente, se ha estudiado el caso real de las tuberías forzadas de una central reversible real (Bolarque II) en funcionamiento de regulación secundaria. Se ha concluido, como en otros casos analizados en la bibliografía, que las pulsaciones derivadas de la regulación secundaria no son significativas como para tener en cuenta la fatiga del acero. Por otra parte, las maniobras de arranque y parada (golpe de ariete) suponen una variación importante de la presión en la conducción. Sin embargo, el moderado número de ciclos permite asegurar la integridad de la tubería frente a fenómenos de fatiga. Nowadays, there is a significant concern in the development of projects in the field of hydroelectric power plants, particularly in the pump-storage projects. These plants are designed for high flow rates and heads, which entails large-diameter tunnels and high pressure ratios), and often as underground schemes. Therefore, this concern has reactivated studies about penstocks and in particular those related to steel liners. During the 1960s and 1970s due to hydropower-engineering development in Europe and North America, a major research effort was done. However, the increasing development of new large-scale hydropower projects has involved a renewed research effort during this decade. The adequacy of steel liner calculation methods is a very important issue in the proper technical development of new hydroelectric projects, and for the safety assessment of existing hydroelectric power plants in operation. In this work, an analysis of the structural behavior of pressure galleries in hydroelectric schemes was carried out. Also, a discussion and a review of existing calculation methods are included. In particular, the following issues have been considered: •Description and comparison of existing formulations for calculating the liner response to both external and internal pressure. •Analysis of an actual case study of a steel liner which failed due to external pressure. •Application of the Finite Element Method to liner modeling and analysis subjected to external pressure. •A parametric study of the shielding with stiffeners and discussion about the behavior of liner with stiffeners. •Constructive aspects and durability of pressure galleries. •Development of a methodology for estimating fatigue effects on penstocks and liners sue to pressure changes. •Analysis of an actual case study of a penstock under varying load and assessment of its safety against fatigue. The project of a hydropower penstock is a complex issue, due to the uncertainties in the definition of the problem data, such as the characteristics of the rock mass and its permeability, the determination of the water table, the existing gap between the steel liner and the concrete of the backfill, the geometric imperfections... Hence, the design and analysis of a steel liner must be addressed cautiously and take into account a review of previous studies performed. Ever, a sensitivity analysis of the various parameters involved in the calculation should be performed. In this work, some of the most relevant formulations for liner design subjected to inside and outside pressure have been studied. As a whole, there is a wide variety and its application does not lead to conclusive results. The classical formulations used in the steel liner calculation either with or without stiffeners under external pressure (Amstutz and Jacobsen) are not entirely adequate Also, those can yield both conservative and non-conservative results in large ranges of application. Traditionally design approaches only considered initial gap and ovality as the most relevant geometric imperfections. Thus, little attention was paid to those caused either by welding or by thickness loss in corroded areas. In the case study analyzed in this thesis, the actual working of the liner under external pressure has been simulated by the Finite Element Method. Results show that the stiffeners have not performed as such, since for unstiffened liner lower buckling pressures are obtained and for proper performance of the stiffeners would give a sufficient safety factor. Hence, it must be pointed out that stiffeners may perform either as such or as connectors. For the latter, welding must be designed to properly withstand stresses between the shell and the stiffener. Likewise, the potential fatigue effects due to both water hammer and pressure pulsations due to secondary regulation of the network have not been considered in many studies. It has been included in this work a procedure for checking penstocks and liners under fatigue processes. Additionally, the penstock fatigue response of an actual pump storage project (Bolarque II, Spain) subjected to secondary control operation has been assessed. As in other cases discussed in the literature, pulsations derived from the secondary control are not significant to account for fatigue of steel. Moreover, the start and stop manoeuvres (water hammer) cause a significant change in penstock pressure. However, the moderate number of cycles ensures the integrity of the penstock against fatigue phenomena.

Sight distance for traffic safety analysis using GIS

Sight distance is of major importance for road safety either when designing new roads or analysing the alignment of existing roads. It is essential that available sight distance in roads is long enough for emergency stops or overtaking manoeuvres. Also, it is vital for engineers/researchers that the tools used for that analysis are both powerful and intuitive. Based on ArcGIS, the application to be presented not only performs an exhaustive sight distance calculation, but allows an accurate analysis of 3D alignment, using all new tools, from a Digital Elevation Model and vehicle trajectory. The software has been successfully utilised to analyse several two-lane rural roads in Spain. In addition, the software produces thematic maps representing sight distance in which supplementary information about crashes, traffic flow, speed or design consistency could be included, allowing traffic safety studies.

New steps in the development of the second generation TEC GESMEY

The paper shows the results of the new steps that have been done in the development of the tidal energy converter GESMEY. These are the design, construction and trials into the sea of a 1/10 scale prototype and also the construction with the same scale of the buoy BOSCEM, that anchors the device and lets it in the correct work position and depth, along the two directions of the flow that the daily tidal cycle have. Inside the paper is described the objectives and the methodology of the experimental trials that were ca rry out the last summer with the scale prototype. GESMEY is a new type of tidal energy converter (TEC) that has the capability to exploit currents in waters over forty meters by itself and it gets only using its internal ballast system the necessary equilibrium between hy drostatics and hydrodynamics forces to make the emersion and the immersion procedures without any other help. Finally the paper shows the description of the results obtained over the performance of the devices along the immersion, emersion and floating transport manoeuvres and afterwards the results, that were obtained along the generation power tests that were carried out, are shown.