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1.
Rubn Díez Fernndez Ricardo Arenas Sonia Snchez Martínez Irene Novo‐Fernndez Richard Albert 《地学学报》2020,32(4):239-245
Within the Variscan Orogen, Early Devonian and Late Devonian high‐P belts separated by mid‐Devonian ophiolites can be interpreted as having formed in a single subduction zone. Early Devonian convergence nucleated a Laurussia‐dipping subduction zone from an inherited lithospheric neck (peri‐Gondwanan Cambrian back‐arc). Slab‐retreat induced upper plate extension, mantle incursion and lower plate thermal softening, favouring slab‐detachment within the lower plate and diapiric exhumation of deep‐seated rocks through the overlying mantle up to relaminate the upper plate. Upper plate extension produced mid‐Devonian suprasubduction ocean floor spreading (Devonian ophiolites), while further convergence resulted in plate coupling and intraoceanic ophiolite imbrication. Accretion of the remaining Cambrian ocean heralded Late Devonian subduction of inner sections of Gondwana across the same subduction zone and the underthrusting of mainland Gondwana (culmination of NW Iberian allochthonous pile). Oblique convergence favoured lateral plate sliding, and explained the different lateral positions along Gondwana of terranes separated by Palaeozoic ophiolites. 相似文献
2.
Sergio Martos‐Rosillo Carolina Guardiola‐Albert Alberto Padilla Benítez Joaquín Delgado Pastor Antonio Azcón González Juan José Durán Valsero 《Ground water》2018,56(3):362-365
The correct characterization of aquifer parameters is essential for water‐supply and water‐quality investigations. Slug tests are widely used for these purposes. While free software is available to interpret slug tests, some codes are not user‐friendly, or do not include a wide range of methods to interpret the results, or do not include automatic, inverse solutions to the test data. The private sector has also generated several good programs to interpret slug test data, but they are not free of charge. The computer program SlugIn 1.0 is available online for free download, and is demonstrated to aid in the analysis of slug tests to estimate hydraulic parameters. The program provides an easy‐to‐use Graphical User Interface. SlugIn 1.0 incorporates automated parameter estimation and facilitates the visualization of several interpretations of the same test. It incorporates solutions for confined and unconfined aquifers, partially penetrating wells, skin effects, shape factor, anisotropy, high hydraulic conductivity formations and the Mace test for large‐diameter wells. It is available in English and Spanish and can be downloaded from the web site of the Geological Survey of Spain. Two field examples are presented to illustrate how the software operates. 相似文献
3.
Transport of moderately sorted gravel at low bed shear stresses: The role of fine sediment infiltration 下载免费PDF全文
Emeline Perret Céline Berni Benoît Camenen Albert Herrero Kamal El Kadi Abderrezzak 《地球表面变化过程与地形》2018,43(7):1416-1430
A reliable estimation of sediment transport in gravel‐bed streams is important for various practical engineering and biological studies (e.g., channel stability design, bed degradation/aggradation, restoration of spawning habitat). In the present work, we report original laboratory experiments investigating the transport of gravel particles at low bed shear stresses. The laboratory tests were conducted under unsteady flow conditions inducing low bed shear stresses, with detailed monitoring of the bed topography using a laser scanner. Effects of bed surface arrangements were documented by testing loose and packed bed configurations. Effects of fine sediments were examined by testing beds with sand, artificial fine sand or cohesive silt infiltrated in the gravel matrix. Analysis of the experimental data revealed that the transport of gravel particles depends upon the bed arrangement, the bed material properties (e.g., size and shape, consolidation index, permeability) and the concentration of fine sediments within the surface layer of moving grains. This concentration is directly related to the distribution of fine particles within the gravel matrix (i.e., bottom‐up infiltration or bridging) and their transport mode (i.e., bedload or suspended load). Compared to loose beds, the mobility of gravel is reduced for packed beds and for beds clogged from the bottom up with cohesive fine sediments; in both cases, the bed shear stress for gravel entrainment increases by about 12%. On the other hand, the mobility of gravel increases significantly (bed shear stress for particle motion decreasing up to 40%) for beds clogged at the surface by non‐cohesive sand particles. Copyright © 2017 John Wiley & Sons, Ltd. 相似文献
4.
GeoJournal - Broad academic interest in measuring social relationships within an urban context has grown over recent decades. Significant research attention is focused on where social synergies... 相似文献
5.
InSAR detection of residual settlement of an ocean reclamation engineering project: a case study of Hong Kong International Airport 总被引:2,自引:1,他引:1
Qing Zhao Hui Lin Wei Gao Howard A. Zebker Albert Chen Kin Yeung 《Journal of Oceanography》2011,67(4):415-426
Man-made land or islands that are reclaimed from the sea are suitable for building airports, harbors, and industry parks for
material transportation because of their broad air and land spaces. However, the reclaimed foundation settlement process is
of public concern, including the continuous impact of ocean processes on its stability. The majority of the buildings and
facilities of Hong Kong International Airport (HKIA) are built on a reclaimed foundation. The reclaimed foundation has been
in residual settlement since completion of the filling project in 1994. In this study, we use persistent scatterer interferometry
(PSI) and ENVISAT (European Satellite) advanced synthetic aperture radar (ASAR) data to detect the residual settlement rates
from 19 April 2006 to 9 January 2008. We use ground truth data to develop empirical correction models for correcting systematic
biases in the ASAR PSI-detected settlement rates. The corrected data follow the Lorentz distribution well, implying that the
residual settlement process is dominated by two modes or categories of settlement rates. The first category represents a relatively
stable state and the second category represents a continuous settlement state. A ground settlement rate map of HKIA shows
that an area of the Passenger Terminal Building and an area of the Southern Runway are two relatively stable areas. There
are two major continuous settlement areas. One covers the airport Midfield. Another is along the coastline, implying that
attention should be paid to impacts of ocean processes on the stability of airport foundations. 相似文献
6.
7.
Kilometric-scale shoreline sand waves (KSSW) have been observed in the north-east flank of the Dungeness Cuspate Foreland (southeastern coast of the UK). They consist of two bumps separated by embayments with a 350–450-m spacing. We have analysed 36 shoreline surveys of 2-km length using the Discrete Fourier Transformation (DFT), from 2005 to 2016, and seven topographic surveys encompassing the intertidal zone, from 2010 to 2016. The data set shows two clear formation events. In order to test the role of high-angle waves on the KSSW formation, the 10-year wave series is propagated from the wave buoy located at 43 m depth up to a location in front of the undulations at 4 m depth using the SWAN wave model. The dominating SW waves arrive with a very high incidence angle (~ 80°) while the NE waves arrive almost shore normal. The ratio R, which measures the degree of dominance of high-angle waves with respect to low-angle waves, correlates well with the shoreline DFT magnitude values of the observed wavelength undulations. In particular, the highest R values coincide with the formation events. Finally, a linear stability model based on the one-line approximation is applied to the Dungeness profile and the 10-year propagated wave series. It predicts accurately the formation moments, with positive growth rates in the correct order of magnitude for wavelengths similar to the observed ones. All these results confirm that the shoreline undulations in Dungeness are self-organized and that the underlying formation mechanism is the high-angle wave instability. The two detected formation events provide a unique opportunity to validate the existing morphodynamic models that include such instability. 相似文献
8.
Abstract A two-dimensional, nonlinear, time-dependent, non-hydrostatic, anelastic, numerical model is used to assess the effect of condensation on the evolution and structure of gravity waves generated by the passage of a stable, moist stream over topography. Precipation is ignored but water phase changes are taken into account explicitly. The main effect of condensation is to damp the wave intensity and to reduce the wave drag, which can be diminished by as much as 50% compared to its value in dry simulations. This result agrees with some earlier analytical models and some more recent fully compressible numerical models. This model also confirms that the presence of condensation delays the overturning of isentropes, and the formation of the critical layer that accompanies wave-breaking. 相似文献
9.
Albert Defant 《Ocean Dynamics》1952,5(5-6):231-245
Zusammenfassung Es wird ein Überblick über unsere derzeitigen Kenntnisse der internen Wellen im Ozean gegeben, wobei besonders jene mit Gezeitencharakter berücksichtigt werden. Die theoretischen Erörterungen sind möglichst kurz gehalten. Die Koppelung mit den Trägheitsschwingungen ausgedehnter Meeresgebiete erfährt eine eingehende Würdigung. Zum Schluß werden auch die Stabilitätsbedingungen interner Gezeitenwellen erörtert.
Vortrag, gehalten im geophysikalischen Kolloquium der Universität Hamburg am 10. Dezember 1952. 相似文献
On internal waves, especially on those of tidal periods
Summary This is an outline of our present knowledge of internal waves in the ocean with special reference to internal waves of tidal periods. The theoretical aspect is dealt with as briefly as possible. The coupling with the phenomenon of osciallations of inertia in large ocean areas is discussed in detail. Finally, the stability conditions of internal tide waves are treated.
Sur des vagues internes, surtout sur celles ayant des périodes de marée
Résumé Voilà un aperçu de notre connaissance d'aujourd'hui des vagues internes dans l'océan, surtout de celles qui ont des périodes de marée. L'aspect théorique est brièvement traité. Le rapport avec les oscillations d'inertie en larges régions océaniques est précisé. Enfin, les conditions de stabilité des vagues internes de marée sont exposées.
Vortrag, gehalten im geophysikalischen Kolloquium der Universität Hamburg am 10. Dezember 1952. 相似文献
10.
Albert Defant 《Ocean Dynamics》1952,5(2-3):69-80
Zusammenfassung Die Bearbeitung von dynamischen Schnitten quer zu ozeanischen Küsten mit Windstau und Auftriebsphänomenen, insbesondere jener Schnitte, die das große Beobachtungsmaterial des Marine Life Research Program der Scripps Institution of Oceanography in La Jolla (California) geliefert hat, hat den inneren Mechanismus des Vorganges bei Windstau oder Auftrieb an ozeanischen Küsten klargelegt, so daß es nun möglich ist, die Zusammenhänge in einfachen schematischen Modellen theoretisch zu erfassen. In der vorliegenden Untersuchung wird das Modell eines freien Ozeans mit anschließendem Schelfmeer unter vereinfachenden Annahmen vollständig durchgerechnet. Der Vergleich eines zahlenmäßigen Beispiels mit den Verhältnissen vor der kalifornischen Küste ergibt eine gute Übereinstimmung. Dies läßt annehmen, daß im theoretischen Modell alle das Phänomen mitbestimmenden Faktoren richtig erfaßt worden sind.
Theoretical considerations on the phenomenon of wind effect (Windstau) and upwelling on oceanic coasts
Summary The elaboration of dynamic sections located at right angles to oceanic coasts with banking effects as well as upwelling phenomena, above all the working up of those profiles based on the comprehensive observation material obtained under the Marine Life Research Program by the Scripps Institution of Oceanography of La Jolla (California) has recently enabled the internal mechanism of the processes of the piling up or upwelling of water on oceanic coasts to be revealed; thus it is now possible to theoretically conceive the correlations with the aid of simple schematic patterns. In the present paper the model of an open ocean with an adjacent shelf sea is completely computed under certain simplifying assumptions. A numerical example is compared with the conditions existing off the coast of California and the correspondence is found to be good. This allows of the assumption that in the theoretical model all factors exerting an essential influence on the phenomenon under discussion have been properly taken into account.
Considérations théoriques des phénomènes de montée et de baisse de niveau sur les littoraux
Résumé En se servant des coupes dynamiques orientéesperpendiculairement à la direction générale des littoraux soumis aux phénomènes de montée et de baisse de niveau sous la pression du vent de mer et celle du vent de terre, et surtout en élaborant les nombreuses observations faites sous le Marine Life Research Program de la Scripps Institution of Oceanography à La Jolla (Californie) on est récemment arrivé à éclaircir le mécanisme interne de la montée et de la baisse de niveau sur les littoraux. Il est donc possible de saisir d'une manière théorique les corrélations à l'aide de simples modèles schématiques. On a introduit des suppositions simplifiantes dans le travail suivant et on a complètement calculé le modèle d'un océan ouvert se reliant à une zone adjacente de la marge continentale. L'exemple numérique donné est en bon accord avec les conditions devant la côte de la Californie. On peut donc supposer que tous les éléments qui influencent essentiellement ce phénomène ont été proprement introduits dans le modèle théorique.相似文献