49 resultados para Geomorfologia marinha
Resumo:
Travertines and volcanic landforms in the eastern pyrenees margin
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Los autores hacen un estudio preliminar de la estructura y unidadel sedimentarias deducidas a partir de los perfiles sísmicos y testigos obtenidos en el sector de la platahorma continental comprendida entre los cañones de la Fonera y Blanes (Costa Brava, Gerona), y establece una correlación con los ya estudiadocs del Ampurdán y del Roussillon. Asimismo, se describe una secuencia del Cuaternario reciente a partir de los testigos de gravedad estudiados.
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La Vallferrera es una cuenca que se encuentra en el Pirineo Occidental Catalán, limitando al E con Andorra. En ella se ha realizado un estudio de las características de las zonas de aludes, desde dos perspectivas (MASES, 1991): En primer lugar se efectúa una descripción y una clasificación de las diferentes morfologías de las zonas de aludes comparando su distribución con algunos parámetros intrínsecos de la cuenca (litología, relieve preexistente, etc.). Se ha observado que las diferentes morfologías de las zonas de aludes son producto de la adaptación de éstas al relieve glacial preexistente. En segundo lugar se entra en el análisis del riesgo geomorfológico que los aludes comportan en esta zona del Pirineo, identificando cuatro sectores donde el riesgo es alto debido a la interferencia de éstos con la estructura social.
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This work deals with the elaboration of flood hazard maps. These maps reflect the areas prone to floods based on the effects of Hurricane Mitch in the Municipality of Jucuarán of El Salvador. Stream channels located in the coastal range in the SE of El Salvador flow into the Pacific Ocean and generate alluvial fans. Communities often inhabit these fans can be affected by floods. The geomorphology of these stream basins is associated with small areas, steep slopes, well developed regolite and extensive deforestation. These features play a key role in the generation of flash-floods. This zone lacks comprehensive rainfall data and gauging stations. The most detailed topographic maps are on a scale of 1:25 000. Given that the scale was not sufficiently detailed, we used aerial photographs enlarged to the scale of 1:8000. The effects of Hurricane Mitch mapped on these photographs were regarded as the reference event. Flood maps have a dual purpose (1) community emergency plans, (2) regional land use planning carried out by local authorities. The geomorphological method is based on mapping the geomorphological evidence (alluvial fans, preferential stream channels, erosion and sedimentation, man-made terraces). Following the interpretation of the photographs this information was validated on the field and complemented by eyewitness reports such as the height of water and flow typology. In addition, community workshops were organized to obtain information about the evolution and the impact of the phenomena. The superimposition of this information enables us to obtain a comprehensive geomorphological map. Another aim of the study was the calculation of the peak discharge using the Manning and the paleohydraulic methods and estimates based on geomorphologic criterion. The results were compared with those obtained using the rational method. Significant differences in the order of magnitude of the calculated discharges were noted. The rational method underestimated the results owing to short and discontinuous periods of rainfall data with the result that probabilistic equations cannot be applied. The Manning method yields a wide range of results because of its dependence on the roughness coefficient. The paleohydraulic method yielded higher values than the rational and Manning methods. However, it should be pointed out that it is possible that bigger boulders could have been moved had they existed. These discharge values are lower than those obtained by the geomorphological estimates, i.e. much closer to reality. The flood hazard maps were derived from the comprehensive geomorphological map. Three categories of hazard were established (very high, high and moderate) using flood energy, water height and velocity flow deduced from geomorphological and eyewitness reports.
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Terrestrial laser scanning (TLS) is one of the most promising surveying techniques for rockslope characterization and monitoring. Landslide and rockfall movements can be detected by means of comparison of sequential scans. One of the most pressing challenges of natural hazards is combined temporal and spatial prediction of rockfall. An outdoor experiment was performed to ascertain whether the TLS instrumental error is small enough to enable detection of precursory displacements of millimetric magnitude. This consists of a known displacement of three objects relative to a stable surface. Results show that millimetric changes cannot be detected by the analysis of the unprocessed datasets. Displacement measurement are improved considerably by applying Nearest Neighbour (NN) averaging, which reduces the error (1¿) up to a factor of 6. This technique was applied to displacements prior to the April 2007 rockfall event at Castellfollit de la Roca, Spain. The maximum precursory displacement measured was 45 mm, approximately 2.5 times the standard deviation of the model comparison, hampering the distinction between actual displacement and instrumental error using conventional methodologies. Encouragingly, the precursory displacement was clearly detected by applying the NN averaging method. These results show that millimetric displacements prior to failure can be detected using TLS.
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This case study deals with a rock face monitoring in urban areas using a Terrestrial Laser Scanner. The pilot study area is an almost vertical, fifty meter high cliff, on top of which the village of Castellfollit de la Roca is located. Rockfall activity is currently causing a retreat of the rock face, which may endanger the houses located at its edge. TLS datasets consist of high density 3-D point clouds acquired from five stations, nine times in a time span of 22 months (from March 2006 to January 2008). The change detection, i.e. rockfalls, was performed through a sequential comparison of datasets. Two types of mass movement were detected in the monitoring period: (a) detachment of single basaltic columns, with magnitudes below 1.5 m3 and (b) detachment of groups of columns, with magnitudes of 1.5 to 150 m3. Furthermore, the historical record revealed (c) the occurrence of slab failures with magnitudes higher than 150 m3. Displacements of a likely slab failure were measured, suggesting an apparent stationary stage. Even failures are clearly episodic, our results, together with the study of the historical record, enabled us to estimate a mean detachment of material from 46 to 91.5 m3 year¿1. The application of TLS considerably improved our understanding of rockfall phenomena in the study area.
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El objeto de nuestro trabajo es el estudio del micromodelado desarrollado sobre granito y su evolución postglacial en dos áreas de los Pirineos Españoles: Panticosa (valle del río Gállego) y Cavallers (valle del río Koguera de Tor). Ambas áreas presentan un modelado principalmente glacial con micro y macro-formas típicas, heredadas de la Última glaciación...
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Presentamos en esta nota un esquema descriptivo de las formas litorales de la costa catalana, elaborado mediante la consulta de las fotografas areas y de trabajos de diversos autores. Los criterios establecidos para la clasificacin de las formas han sido lo ms elementales posible, a fin de obtener un esquema bsico de trabajo para investigaciones posteriores de cualquier tipo.
Resumo:
E11 esta nota explico de forma muy resumida las principales hipótesis y conclusiones expuestas en la memoria que, sobre el mismo tema y con el mismo título, he realizado como tesis doctoral. Se estudian las características estratigráficas y sedimentológicas del Cuaternario del delta del Llobregat que se desarrolla básicamente sobre las margas azules del Plioceno. Se han diferenciado dos tipos de Cuaternario, uno inferior denominado complejo detrítico inferior que se atribuye al Flandrierise y se caracteriza por la existencia de ciclos transgresivos separados por niveles de estabilización y depósitos regresivos, y un complejo deltaico que incluye una fase transgresiva (10.900 +/- 150 años B.P.) y el delta en sentido estricto, en el que domina la progradación deltaica aunque también incluye períodos de estabilización. Todo este Cuaternario se asocia al ascenso del mar Flandriense que se realizó, no de forma continua sino con etapas de estabilización.
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We used high-resolution swath-bathymetry data to characterise the morphology of the abandoned subaqueous Sol de Riu delta lobe in the Ebro Delta, Western Mediterranean Sea. This study aims to assess the influence of an abandoned delta lobe on present-day coastal dynamics in a micro-tidal environment. Detailed mapping of the relict Sol de Riu lobe also showed a set of bedforms interpreted as footprints of human activities: seasonal V-shaped depressions on the middle shoreface due to boat anchoring and old trawling marks between 16 and 18 m water depth. Estimations of the mobility of bottom sediment showed that the shallowest shoreface (i.e. less than 7 m depth) is the most dynamic part of the relict lobe, while the middle shoreface experienced significant morphological changes since the lobe was abandoned. The deepest shoreface (i.e. water depth in excess of 15 m), which corresponds to the front of the lobe, is defined by a very small potential for morphological change. Simulations showed that while the relict lobe does not significantly affect the typical short period waves (Tp ≈4 s) in the study area, it does interfere with the most energetic wave conditions (Tp ≥ 7 s) acting as a shoal leading to the concentration of wave energy along the shoreline northwest of the lobe. The consequence of such modification of the high-energy wave propagation pattern by the relict lobe is an alteration of the wave-induced littoral sediment dynamics with respect to a situation without the lobe.
Resumo:
This case study deals with a rock face monitoring in urban areas using a Terrestrial Laser Scanner. The pilot study area is an almost vertical, fifty meter high cliff, on top of which the village of Castellfollit de la Roca is located. Rockfall activity is currently causing a retreat of the rock face, which may endanger the houses located at its edge. TLS datasets consist of high density 3-D point clouds acquired from five stations, nine times in a time span of 22 months (from March 2006 to January 2008). The change detection, i.e. rockfalls, was performed through a sequential comparison of datasets. Two types of mass movement were detected in the monitoring period: (a) detachment of single basaltic columns, with magnitudes below 1.5 m3 and (b) detachment of groups of columns, with magnitudes of 1.5 to 150 m3. Furthermore, the historical record revealed (c) the occurrence of slab failures with magnitudes higher than 150 m3. Displacements of a likely slab failure were measured, suggesting an apparent stationary stage. Even failures are clearly episodic, our results, together with the study of the historical record, enabled us to estimate a mean detachment of material from 46 to 91.5 m3 year¿1. The application of TLS considerably improved our understanding of rockfall phenomena in the study area.
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En este artículo se expone una síntesis del estado del conocimiento sobre los efectos que tienen los embalses en el tramo fluvial aguas abajo de los mismos, en lo referente al régimen hidrológico, el transporte de sedimentos y la morfología del cauce.
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Con este artículo se inicia una serie de tres que pretenden ser una breve síntesis del estado del conocimiento acerca de la hidráulica y la geomorfología fluvial que se desarrollan en ríos de montaña constituidos por material granular no cohesivo.
Resumo:
En el primer artículo, de una serie de tres destinados a una síntesis del estado del conocimiento acerca de la hidráulica y la geomorfología fluvial que se desarrollan en ríos de montaña, se puso de manifiesto el papel absolutamente determinante de las cuencas montanas en los recursos hídricos mundiales. Asimismo, se describieron los rasgos definitorios de las tres categorías de flujo consideradas en cauces de montaña en función de la concentración del sedimento transportado (de baja concentración, hiperconcentrado y lava torrencial). En este segundo artículo se exponen las principales características hidráulicas del flujo de baja concentración de sedimento.