908 resultados para 100 years
Resumo:
Evidence from paleoclimatic archives suggests that Earth's climate experienced rapid temperature changes associated with pronounced interhemispheric asymmetry during the last glacial period. Explanations for these climate excursions have converged on nonlinear interactions between ice sheets and the ocean's thermohaline circulation, but the driving mechanism remains to be identified. Here we use multidecadal marine records of faunal, oxygen isotope, and sediment proxies from the northeast Atlantic proximal to the western margins of the last glacial British Ice Sheet (BIS) to document the coupling between ice sheet dynamics, ocean circulation, and insolation changes. The core data reveal successions of short-lived (80-100 years), high-amplitude ice-rafted debris (IRD) events that were initiated up to 2000 years before the deposition of detrital carbonate during Heinrich events (HE) 1 and 2. Progressive disintegration of the BIS 19-16 kyr before present (B.P.) occurred in response to abrupt ocean-climate warmings that impinged on the northeast Atlantic during the early deglaciation. Peak IRD deposition recurs at 180-220 year intervals plausibly involving repeated breakup of glacial tidewater margins and fringing marine ice shelves. The early deglaciation culminated in a major meltwater pulse at ~16.3 kyr B.P. followed by another discharge associated with HE1 some 300 years after. We conclude that temperature changes related to external forcing and marine heat transport caused a rapid response of the BIS and possibly other margins of the Eurasian Ice Sheet. Massive but short-lived meltwater surges influenced the Atlantic meridional overturning circulation thereby contributing to North Atlantic climate variability and bipolar climatic asymmetry.
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Climate change, including ocean acidification (OA), presents fundamental challenges to marine biodiversity and sustained ecosystem health. We determined reproductive response (measured as naupliar production), cuticle composition and stage specific growth of the copepod Tisbe battagliai over three generations at four pH conditions (pH 7.67, 7.82, 7.95, and 8.06). Naupliar production increased significantly at pH 7.95 compared with pH 8.06 followed by a decline at pH 7.82. Naupliar production at pH 7.67 was higher than pH 7.82. We attribute the increase at pH 7.95 to an initial stress response which was succeeded by a hormesis-like response at pH 7.67. A multi-generational modelling approach predicted a gradual decline in naupliar production over the next 100 years (equivalent to approximately 2430 generations). There was a significant growth reduction (mean length integrated across developmental stage) relative to controls. There was a significant increase in the proportion of carbon relative to oxygen within the cuticle as seawater pH decreased. Changes in growth, cuticle composition and naupliar production strongly suggest that copepods subjected to OA-induced stress preferentially reallocate resources towards maintaining reproductive output at the expense of somatic growth and cuticle composition. These responses may drive shifts in life history strategies that favour smaller brood sizes, females and perhaps later maturing females, with the potential to profoundly destabilise marine trophodynamics.
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Pluri-annual proxy records of marine sediment cores from the Tagus Prodelta off Lisbon, Portugal, have been generated to gain insight into the climatic and hydrographic changes in the area during the twentieth century. The study includes benthic and planktonic foraminiferal faunas and the stable isotopic composition of one benthic (Uvigerina celtica) and two planktonic (Globigerina bulloides and Globorotalia inflata) foraminiferal species. Sea bottom and surface water temperatures were estimated based on the d18O values of these species and compared with instrumental data. The foraminiferal fauna and the isotope-based temperature record indicate increasing temperatures throughout the last century. The immigration of a new species, Saidovina karreriana, to the area around 100 years ago indicates changes in the trophic conditions and water mass properties, which are probably at least partly due to anthropogenic pollution.
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We examined the combined effects of light and pCO2 on growth, CO2-fixation and N2-fixation rates by strains of the unicellular marine N2-fixing cyanobacterium Crocosphaera watsonii with small (WH0401) and large (WH0402) cells that were isolated from the western tropical Atlantic Ocean. In low-pCO2-acclimated cultures (190 ppm) of WH0401, growth, CO2-fixation and N2-fixation rates were significantly lower than those in cultures acclimated to higher (present-day 385 ppm, or future 750 ppm) pCO2 treatments. Growth rates were not significantly different, however, in low-pCO2-acclimated cultures of WH0402 in comparison with higher pCO2 treatments. Unlike previous reports for C. watsonii (strain WH8501), N2-fixation rates did not increase further in cultures of WH0401 or WH0402 when acclimated to 750 ppm relative to those maintained at present-day pCO2. Both light and pCO2 had a significant negative effect on gross : net N2-fixation rates in WH0402 and trends were similar in WH0401, implying that retention of fixed N was enhanced under elevated light and pCO2. These data, along with previously reported results, suggest that C. watsonii may have wide-ranging, strain-specific responses to changing light and pCO2, emphasizing the need for examining the effects of global change on a range of isolates within this biogeochemically important genus. In general, however, our data suggest that cellular N retention and CO2-fixation rates of C. watsonii may be positively affected by elevated light and pCO2 within the next 100 years, potentially increasing trophic transfer efficiency of C and N and thereby facilitating uptake of atmospheric carbon by the marine biota.
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Ocean acidification is an ongoing threat for marine organisms due to the increasing atmospheric CO2 concentration. Seawater acidification has a serious impact on physiologic processes in marine organisms at all life stages. On the other hand, potential tolerance to external pH changes has been reported in coral larvae. Information about the possible mechanisms underlying such tolerance responses, however, is scarce. In the present study, we examined the effects of acidified seawater on the larvae of Acropora digitifera at the molecular level. We targeted two heat shock proteins, Hsp70 and Hsp90, and a heat shock transcription factor, Hsf1, because of their importance in stress responses and in early life developmental stages. Coral larvae were maintained under the ambient and elevated CO2 conditions that are expected to occur within next 100 years, and then we evaluated the expression of hsps and hsf1 by quantitative real-time polymerase chain reaction (PCR). Expression levels of these molecules significantly differed among target genes, but they did not change significantly between CO2conditions. These findings indicate that the expression of hsps is not changed due to external pH changes, and suggest that tolerance to acidified seawater in coral larvae may not be related to hsp expression.
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Behaviour and sensory performance of marine fishes are impaired at CO2 levels projected to occur in the ocean in the next 50-100 years, and there is limited potential for within-generation acclimation to elevated CO2. However, whether fish behaviour can acclimate or adapt to elevated CO2 over multiple generations remains unanswered. We tested for transgenerational acclimation of reef fish olfactory preferences and behavioural lateralization at moderate (656 µatm) and high (912 µatm) end-of-century CO2 projections. Juvenile spiny damselfish, Acanthochromis polyacanthus, from control parents (446 µatm) exhibited an innate avoidance to chemical alarm cue (CAC) when reared in control conditions. In contrast, juveniles lost their innate avoidance of CAC and even became strongly attracted to CAC when reared at elevated CO2 levels. Juveniles from parents maintained at mid-CO2 and high-CO2 levels also lost their innate avoidance of CAC when reared in elevated CO2, demonstrating no capacity for transgenerational acclimation of olfactory responses. Behavioural lateralization was also disrupted for juveniles reared under elevated CO2, regardless of parental conditioning. Our results show minimal potential for transgenerational acclimation in this fish, suggesting that genetic adaptation will be necessary to overcome the effects of ocean acidification on behaviour.
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Corals are acclimatized to populate dynamic habitats that neighbour coral reefs. Habitats such as seagrass beds exhibit broad diel changes in temperature and pH that routinely expose corals to conditions predicted for reefs over the next 50-100 years. However, whether such acclimatization effectively enhances physiological tolerance to, and hence provides refuge against, future climate scenarios remains unknown. Also, whether corals living in low-variance habitats can tolerate present-day high-variance conditions remains untested. We experimentally examined how pH and temperature predicted for the year 2100 affects the growth and physiology of two dominant Caribbean corals (Acropora palmata and Porites astreoides) native to habitats with intrinsically low (outer-reef terrace, LV) and/or high (neighbouring seagrass, HV) environmental variance. Under present-day temperature and pH, growth and metabolic rates (calcification, respiration and photosynthesis) were unchanged for HV versus LV populations. Superimposing future climate scenarios onto the HV and LV conditions did not result in any enhanced tolerance to colonies native to HV. Calcification rates were always lower for elevated temperature and/or reduced pH. Together, these results suggest that seagrass habitats may not serve as refugia against climate change if the magnitude of future temperature and pH changes is equivalent to neighbouring reef habitats.
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The effects of increasing atmospheric CO(2) on ocean ecosystems are a major environmental concern, as rapid shoaling of the carbonate saturation horizon is exposing vast areas of marine sediments to corrosive waters worldwide. Natural CO(2) gradients off Vulcano, Italy, have revealed profound ecosystem changes along rocky shore habitats as carbonate saturation levels decrease, but no investigations have yet been made of the sedimentary habitat. Here, we sampled the upper 2 cm of volcanic sand in three zones, ambient (median pCO(2) 419 µatm, minimum Omega (arag) 3.77), moderately CO(2)-enriched (median pCO(2) 592 µatm, minimum Omega (arag) 2.96), and highly CO(2)-enriched (median pCO(2) 1611 µatm, minimum Omega (arag) 0.35). We tested the hypothesis that increasing levels of seawater pCO(2) would cause significant shifts in sediment bacterial community composition, as shown recently in epilithic biofilms at the study site. In this study, 454 pyrosequencing of the V1 to V3 region of the 16S rRNA gene revealed a shift in community composition with increasing pCO(2). The relative abundances of most of the dominant genera were unaffected by the pCO(2) gradient, although there were significant differences for some 5 % of the genera present (viz. Georgenia, Lutibacter, Photobacterium, Acinetobacter, and Paenibacillus), and Shannon Diversity was greatest in sediments subject to long-term acidification (>100 years). Overall, this supports the view that globally increased ocean pCO(2) will be associated with changes in sediment bacterial community composition but that most of these organisms are resilient. However, further work is required to assess whether these results apply to other types of coastal sediments and whether the changes in relative abundance of bacterial taxa that we observed can significantly alter the biogeochemical functions of marine sediments.
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For over 100 years, water policy and man agement in Spain have been instruments of economic and social transformation. Sig nificant public and private investments in water supply infrastructures have equipped Spain with over 1,200 major dams, 20 major desalination plants ? with more under construction ? and several interbasin water transfers. The system has been apparently very successful, with an increase in overall water availability, strong associated eco nomic development and few urban water supply shortages. This success has been supported by a widespread consensus among a strong and largely closed water policy community made up of water manag ers, irrigators, electric (hydropower) utilities and developers.
Resumo:
El presente proyecto lleva a cabo un análisis de la viabilidad de la estructura geológica Villameriel, situada en la provincia de Palencia, para el almacenamiento geológico profundo de CO2. Las dos medidas determinadas para su análisis serán la determinación de la cantidad de CO2 que se puede inyectar en la formación y el comportamiento del mismo en su interior durante los próximos 100 años. Para calcular estas medidas utilizamos la simulación numérica, a través de dos programas de SCHLUMBERGER. El primero, PETREL, diseñando un modelo estático que escenifique las propiedades del medio geológico lo más real posible, llamado modelo estático. El segundo, ECLIPSE300, que simula el comportamiento del fluido según entra en la formación y a lo largo de todo el período de estudio. Como conclusión final llevaremos a cabo un estudio económico que analice el potencial que tiene este proyecto para llevarse a cabo en la sociedad en la que nos encontramos ahora mismo ABSTRACT This project analyzes the viability of Villameriel geological structure, which is situated in Palencia, Spain. There will be two measures to probe it. The first will be to calculate how much amount of CO2 can be stored in this structure, and second will be to see how the CO2 behaves inside the first 100 years. In order to obtain the answers from these questions, Schlumberger programs are used specifically PETREL and ECLIPSE300. This programs work with numerical methods and they simulate a static model and a dynamic model. Static model is created in order to build a geological model with the same properties than in the real life. Dynamic model works to obtain the maximum amount of CO2 that it can be introduced inside storage formation and to know how CO2 will move inside the first 100 years. At the end, an economic study will be done with the objective to know if it would cost money, if there would be profits or no.
Resumo:
La conciencia de la crisis de la modernidad -que comienza ya a finales del siglo XIX- ha cobrado más experiencia debido al conocimiento de los límites del desarrollo económico, ya que como parecía razonable pensar, también los recursos naturales son finitos. En 1972, el Club de Roma analizó las distintas opciones disponibles para conseguir armonizar el desarrollo sostenible y las limitaciones medioambientales. Fue en 1987 cuando la Comisión Mundial para el Medio Ambiente y el Desarrollo de la ONU definía por primera vez el concepto de desarrollo sostenible. Definición que posteriormente fue incorporada en todos los programas de la ONU y sirvió de eje, por ejemplo, a la Cumbre de la Tierra celebrada en Río de Janeiro en 1992. Parece evidente que satisfacer la demanda energética, fundamentalmente desde la Revolución Industrial en el s XIX, trajo consigo un creciente uso de los combustibles fósiles, con la consiguiente emisión de los gases de efecto invernadero (GEI) y el aumento de la temperatura global media terrestre. Esta temperatura se incrementó en los últimos cien años en una media de 0.74ºC. La mayor parte del incremento observado desde la mitad del siglo XX en esta temperatura media se debe, con una probabilidad de al menos el 90%, al aumento observado en los GEI antropogénicos, siendo uno de ellos el CO2 que proviene de la transformación del carbono de los combustibles fósiles durante su combustión. Ante el creciente uso de los combustibles fósiles, los proyectos CAC, proyectos de captura, transporte y almacenamiento, se presentan como una contribución al desarrollo sostenible ya que se trata de una tecnología que permite mitigar el cambio climático. Para valorar si la tecnología CAC es sostenible, habrá que comprobar si existe o no capacidad para almacenar el CO2 en una cantidad mayor a la de producción y durante el tiempo necesario que impone la evolución de la concentración de CO2 en la atmósfera para mantenerla por debajo de las 450ppmv (concentración de CO2 que propone el Panel Intergubernamental para el Cambio Climático). El desarrollo de los proyectos CAC completos pasa por la necesaria selección de adecuados almacenes de CO2 que sean capaces de soportar los efectos de las presiones de inyección, así como asegurar la capacidad de dichos almacenes y la estanqueidad del CO2 en los mismos. La caracterización geológica de un acuífero susceptible de ser almacén de CO2 debe conducir a determinar las propiedades que dicho almacén posee para asegurar un volumen adecuado de almacenamiento, una inyectabilidad del CO2 en el mismo a un ritmo adecuado y la estanqueidad del CO2 en dicho acuífero a largo plazo. El presente trabajo pretende estudiar los parámetros que tienen influencia en el cálculo de la capacidad del almacén, para lo que en primer lugar se ha desarrollado la tecnología necesaria para llevar a cabo la investigación mediante ensayos de laboratorio. Así, se ha desarrollado una patente, "ATAP, equipo para ensayos petrofísicos (P201231913)", con la que se ha llevado a cabo la parte experimental de este trabajo para la caracterización de los parámetros que tienen influencia en el cálculo de la capacidad del almacén. Una vez desarrollada la tecnología, se aborda el estudio de los distintos parámetros que tienen influencia en la capacidad del almacén realizando ensayos con ATAP. Estos ensayos definen el volumen del almacenamiento, llegándose a la conclusión de que en la determinación de este volumen, juegan un papel importante el alcance de los mecanismos trampa, físicos o químicos, del CO2 en el almacén. Ensayos que definen la capacidad del almacén de "aceptar" o "rechazar" el CO2 inyectado, la inyectabilidad, y por último, ensayos encaminados a determinar posibles fugas que se pueden dar a través de los pozos de inyección, definidos estos como caminos preferenciales de fugas en un almacén subterráneo de CO2. Queda de este modo caracterizada la estanqueidad del CO2 en el acuífero a largo plazo y su influencia obvia en la determinación de la capacidad del almacén. Unido al propósito de la estimación de la capacidad del almacén, se encuentra el propósito de asegurar la estanqueidad de dichos almacenes en el tiempo, y adelantarse a la evolución de la pluma de CO2 en el interior de dichos almacenes. Para cumplir este propósito, se ha desarrollado un modelo dinámico a escala de laboratorio, mediante el programa ECLIPSE 300, con el fin de establecer una metodología para el cálculo de la capacidad estimada del almacén, así como el estudio de la evolución de la pluma de CO2 dentro del acuífero a lo largo del tiempo, partiendo de los resultados obtenidos en los ensayos realizados en ATAP y con la modelización de la probeta de roca almacén empleada en dichos ensayos. Presentamos por tanto un trabajo que establece las bases metodológicas para el estudio de la influencia de distintos parámetros petrofísicos en el cálculo de la capacidad del almacén unidos al desarrollo tecnológico de ATAP y su utilización para la determinación de dichos parámetros aplicables a cada acuífero concreto de estudio. ABSTRACT The crisis of modernity –which begins at the end of 19th Century- has been more important due to the knowledge of the limits of economic development, since it appeared to be thought reasonable, the natural resources are finite. In 1972, The Club of Rome analyzed the different options available in order to harmonize the sustainability and the environment development. It was in 1987 when The Global Commission on The Environment and the Development of UN, defined for the first time the concept of Sustainable Development. This definition that was fully incorporated in all the UN programs and it was useful as an axis, for example, in La Cumbre de la Tierra summit in Río de Janeiro in 1992. It seems obvious to satisfy energetic demand, basically after The Industrial Revolution in 19th Century, which represented an increasing use of fossil fuels, therefore greenhouse gases emission and the increasing of global average temperature. This temperature increased in the last 100 years up to 0.74ºC. The major part of the temperature increase is due to the increase observed in Greenhouse gases with human origin, at least with 90% of probability. The most important gas is the CO2 because of its quantity. In the face of the increasing use of fossil fuels, the CCS projects, Carbon Capture and Storage projects, appear as a contribution of sustainable development since it is a technology for avoiding the climate change. In order to evaluate if CCS technology is sustainable, it will be necessary to prove if the capacity for CO2 storage is available or not in a quantity greater than the production one and during the time necessary to keep the CO2 concentration in the atmosphere lower than 450ppmv (concentration imposed by IPCC). The development of full CCS projects goes through the selection of good CO2 storages that are able to support the effects of pressure injection, and assure the capacity of such storages and the watertightness of CO2. The geological characterization of the aquifer that could be potential CO2 storage should lead to determine the properties that such storage has in order to assure the adequate storage volume, the CO2 injectivity in a good rate, and the watertightness of the CO2 in the long term. The present work aims to study the parameters that have influence on the calculation of storage capacity, and for that purpose the appropriate technology has been developed for carrying out the research by mean of laboratory tests. Thus, a patent has been developed, "ATAP, equipo para ensayos petrofísicos (P201231913)", that has been used for developing the experimental part of this work. Once the technology has been developed, the study of different parameters, that have influence on the capacity of the storage, has been addressed developing different tests in ATAP. These tests define the storage volume which is related to the scope of different CO2 trap mechanisms, physical or chemical, in the storage. Tests that define the capacity of the storage to “accept” or “reject” the injected CO2, the injectivity, and tests led to determine possible leakages through injection wells. In this way we could talk about the watertightness in the aquifer in the long term and its influence on the storage capacity estimation. Together with the purpose of the storage capacity estimation, is the purpose of assuring the watertightness of such storages in the long term and anticipating the evolution of CO2 plume inside such aquifers. In order to fulfill this purpose, a dynamic model has been developed with ECLIPSE 300, for stablishing the methodology for the calculation of storage capacity estimation and the evolution of the CO2 plume, starting out with the tests carried out in ATAP. We present this work that establishes the methodology bases for the study of the influence of different petrophysics parameters in the calculation of the capacity of the storage together with the technological development of ATAP and its utilization for the determination of such parameters applicable to each aquifer.
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En la presente investigación se analiza la causa del hundimiento del cuarto compartimento del Tercer Depósito del Canal de Isabel II el 8 de abril de 1905, uno de los más graves de la historia de la construcción en España: fallecieron 30 personas y quedaron heridas otras 60. El Proyecto y Construcción de esta estructura era de D. José Eugenio Ribera, una de las grandes figuras de la ingeniería civil en nuestro país, cuya carrera pudo haber quedado truncada como consecuencia del siniestro. Dado el tiempo transcurrido desde la ocurrencia de este accidente, la investigación ha partido de la recopilación de la información relativa al Proyecto y a la propia construcción de la estructura, para revisar a continuación la información disponible sobre el hundimiento. De la construcción de la cubierta es interesante destacar la atrevida configuración estructural, cubriéndose una inmensa superficie de 74.000 m2 mediante una sucesión de bóvedas de hormigón armado de tan sólo 5 cm de espesor y un rebajamiento de 1/10 para salvar una luz de 6 m, que apoyaban en pórticos del mismo material, con pilares también muy esbeltos: 0,25 m de lado para 8 m de altura. Y todo ello en una época en la que la tecnología y conocimiento de las estructuras con este "nuevo" material se basaban en buena medida en el desarrollo de patentes. En cuanto a la información sobre el hundimiento, llama la atención en primer lugar la relevancia de los técnicos, peritos y letrados que intervinieron en el juicio y en el procedimiento administrativo posterior, poniéndose de manifiesto la trascendencia que el accidente tuvo en su momento y que, sin embargo, no ha trascendido hasta nuestros días. Ejemplo de ello es el papel de Echegaray -primera figura intelectual de la época- como perito en la defensa de Ribera, de D. Melquiades Álvarez -futuro presidente del Congreso- como abogado defensor, el General Marvá -uno de los máximos exponentes del papel de los ingenieros militares en la introducción del hormigón armado en nuestro país-, que presidiría la Comisión encargada del peritaje por parte del juzgado, o las opiniones de reconocidas personalidades internacionales del "nuevo" material como el Dr. von Emperger o Hennebique. Pero lo más relevante de dicha información es la falta de uniformidad sobre lo que pudo ocasionar el hundimiento: fallos en los materiales, durante la construcción, defectos en el diseño de la estructura, la realización de unas pruebas de carga cuando se concluyó ésta, etc. Pero la que durante el juicio y en los Informes posteriores se impuso como causa del fallo de la estructura fue su dilatación como consecuencia de las altas temperaturas que se produjeron aquella primavera. Y ello a pesar de que el hundimiento ocurrió a las 7 de la mañana... Con base en esta información se ha analizado el comportamiento estructural de la cubierta, permitiendo evaluar el papel que diversos factores pudieron tener en el inicio del hundimiento y en su extensión a toda la superficie construida, concluyéndose así cuáles fueron las causas del siniestro. De los resultados obtenidos se presta especial atención a las enseñanzas que se desprenden de la ocurrencia del hundimiento, enfatizándose en la relevancia de la historia -y en particular de los casos históricos de error- para la formación continua que debe existir en la Ingeniería. En el caso del hundimiento del Tercer Depósito algunas de estas "enseñanzas" son de plena actualidad, tales como la importancia de los detalles constructivos en la "robustez" de la estructuras, el diseño de estructuras "integrales" o la vigilancia del proceso constructivo. Por último, la investigación ha servido para recuperar, una vez más, la figura de D. José Eugenio Ribera, cuyo papel en la introducción del hormigón armado en España fue decisivo. En la obra del Tercer Depósito se arriesgó demasiado, y provocó un desastre que aceleró la transición hacia una nueva etapa en el hormigón estructural al abrigo de un mayor conocimiento científico y de las primeras normativas. También en esta etapa sería protagonista. This dissertation analyses the cause of the collapse of the 4th compartment of the 3th Reservoir of Canal de Isabel II in Madrid. It happened in 1905, on April 8th, being one of the most disastrous accidents occurred in the history of Spanish construction: 30 people died and 60 were injured. The design and construction supervision were carried out by D. José Eugenio Ribera, one of the main figures in Civil Engineering of our country, whose career could have been destroyed as a result of this accident. Since it occurred more than 100 years ago, the investigation started by compiling information about the structure`s design and construction, followed by reviewing the available information about the accident. With regard to the construction, it is interesting to point out its daring structural configuration. It covered a huge area of 74.000 m2 with a series of reinforced concrete vaults with a thickness of not more than 5 cm, a 6 m span and a rise of 1/10th. In turn, these vaults were supported by frames composed of very slender 0,25 m x 0,25 m columns with a height of 8 m. It is noteworthy that this took place in a time when the technology and knowledge about this "new" material was largely based on patents. In relation to the information about the collapse, its significance is shown by the important experts and lawyers that were involved in the trial and the subsequent administrative procedure. For example, Echegaray -the most important intellectual of that time- defended Ribera, Melquiades Álvarez –the future president of the Congress- was his lawyer, and General Marvá -who represented the important role of the military engineers in the introduction of reinforced concrete in our country-, led the Commission that was put in charge by the judge of the root cause analysis. In addition, the matter caught the interest of renowned foreigners like Dr. von Emperger or Hennebique and their opinions had a great influence. Nonetheless, this structural failure is unknown to most of today’s engineers. However, what is most surprising are the different causes that were claimed to lie at the root of the disaster: material defects, construction flaws, errors in the design, load tests performed after the structure was finished, etc. The final cause that was put forth during the trial and in the following reports was attributed to the dilatation of the roof due to the high temperatures that spring, albeit the collapse occurred at 7 AM... Based on this information the structural behaviour of the roof has been analysed, which allowed identifying the causes that could have provoked the initial failure and those that could have led to the global collapse. Lessons have been learned from these results, which points out the relevance of history -and in particular, of examples gone wrong- for the continuous education that should exist in engineering. In the case of the 3th Reservoir some of these lessons are still relevant during the present time, like the importance of detailing in "robustness", the design of "integral" structures or the due consideration of construction methods. Finally, the investigation has revived, once again, the figure of D. José Eugenio Ribera, whose role in the introduction of reinforced concrete in Spain was crucial. With the construction of the 3th Reservoir he took too much risk and caused a disaster that accelerated the transition to a new era in structural concrete based on greater scientific knowledge and the first codes. In this new period he would also play a major role.
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Many diversified activities can be reported from the Spanish INHIGEO group. The International Year of Crystallography was celebrated on St. Albertus Magnus Day (January 28) at the National University of Distance Education at (Madrid). The scientist Santiago Garcia Granda, President of the European Association of Crystallography, was commissioned to present a lecture titled, Crystals and diffraction: 100 years of scientific milestones. An exhibition of minerals was held at the Madrid Mining School (November 24-29).
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Human-caused environmental changes are creating regional combinations of environmental conditions that, within the next 50 to 100 years, may fall outside the envelope within which many of the terrestrial plants of a region evolved. These environmental modifications might become a greater cause of global species extinction than direct habitat destruction. The environmental constraints undergoing human modification include levels of soil nitrogen, phosphorus, calcium and pH, atmospheric CO2, herbivore, pathogen, and predator densities, disturbance regimes, and climate. Extinction would occur because the physiologies, morphologies, and life histories of plants limit each species to being a superior competitor for a particular combination of environmental constraints. Changes in these constraints would favor a few species that would competitively displace many other species from a region. In the long-term, the “weedy” taxa that became the dominants of the novel conditions imposed by global change should become the progenitors of a series of new species that are progressively less weedy and better adapted to the new conditions. The relative importance of evolutionary versus community ecology responses to global environmental change would depend on the extent of regional and local recruitment limitation, and on whether the suite of human-imposed constraints were novel just regionally or on continental or global scales.
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In 1859, in On the Origin of Species, Darwin broached what he regarded to be the most vexing problem facing his theory of evolution—the lack of a rich fossil record predating the rise of shelly invertebrates that marks the beginning of the Cambrian Period of geologic time (≈550 million years ago), an “inexplicable” absence that could be “truly urged as a valid argument” against his all embracing synthesis. For more than 100 years, the “missing Precambrian history of life” stood out as one of the greatest unsolved mysteries in natural science. But in recent decades, understanding of life's history has changed markedly as the documented fossil record has been extended seven-fold to some 3,500 million years ago, an age more than three-quarters that of the planet itself. This long-sought solution to Darwin's dilemma was set in motion by a small vanguard of workers who blazed the trail in the 1950s and 1960s, just as their course was charted by a few pioneering pathfinders of the previous century, a history of bold pronouncements, dashed dreams, search, and final discovery.