Eine Kartierung der Bewegungsspuren im obersten Höllental (Schwarzwald)

Ohne Zusammenfassung     

Junge Vulkano-Plutone in Südwestafrika

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Sedimentologie des Lias der Berchtesgadener Kalkalpen

Zusammenfassung Ausgehend von der herrschenden Vorstellung einer Transgression roter Liaskalke zur Zeit des oberen Unterlias über ein subaerisch verkarstetes Dachsteinkallerelief, untersuchte ich die Liassedimente in den Berchtesgadener Alpen eingehender und unternahm vergleichende Begehungen im östlichen Hagengebirge, im Steinernen Meer und in den Steinbrüchen von Adnet.Die Sedimente des Lias liegen in einer Graukalk- und einer abwechslungsreicheren Rotkalk-Fazies (F.Fabricius 1962) vor. Ammoniten zeigten, daß die Graukalkfazies einen Teil der Rotkalkfazies vertritt (im wesentlichen Sinemur). Auf die Ausbildung der Rotkalke hatten Mangelsedimentation, Subsolution und syngenetische Umlagerungen Einfluß.Normalerweise überlagert der Lias den Dachsteinkalk konkordant. Diskonforme Lagerung läßt sich durch submarine Kalklösung und synsedimentäre Spaltenbildung erklären. Die submarin entstandenen Zugspalten im Dachsteinkalk sind mit Rotkalksedimenten und Dachsteinkalktrümmern gefüllt. Die Bildungsdauer dieser, sich episodisch erweiternden Spalten ließ sich mit Ammoniten einschätzen.Argumente gegen die Annahme einer Transgression werden diskutiert.

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Basing on the prevailing theory of a transgression of red Liassic limestones over a relief of Dachstein limestone affected by subaeric karstification, during late lower Liassic time, the author investigated the Liassic sediments of the Berchtesgaden Alps more in detail, comparing also with the eastern Hagen mountains, the Steinernes Meer and the quarries of Adnet.The Liassic sediments occur in two types of facies: gray limestone and a less uniform red limestone (Fabricius 1962). As ammonites prove, the gray limestone facies represents part of the red limestone facies (essentially Sinemur). The development of the red limestone was influenced by reduced sedimentation, subsolution and syngenetic rearrangement.In general, the Liassic strata are overlying the Dachstein limestone conformably, Disconformities may be explained by submarin limestone solution and synsedimentary formation of joints. The tension joints which developed by submarin action in the Dachstein limestone are filled up with red limestone sediments and debris of Dachstein limestone. It was possible to estimate the period of formation of these joints by ammonites.Arguments against the theory of a transgression are discussed.

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Résumé En suivant la conception d'une transgression de calcaires liassiques rouges vers la fin du liassique inférieur sur un relief de calcaire «Dachstein» karstifié, l'auteur étudiait les dépôts liassiques des Alpes de Berchtesgaden plus en détail, y incluse une comparaison avec la montagne de Hagen orientale, le «Steinernes Meer» et les carrières d'Adnet.Les dépôts liassiques existent en deux faciès: des calcaires gris et des calcaires rouges plus variés (Fabricius 1962). Comme il est prouvé par des ammonites, le faciès de calcaires gris représente une partie du faciès de calcaires rouges (essentiellement Sinemur). Le développement des calcaires rouges était influencé par une sédimentation réduite, par la subsolution et par une réarrangement syngénétique.En général, les couches liassiques surmontent le calcaire «Dachstein» conformément. Discordance de stratification peut être expliquée par solution calcaire sous-marine et formation synsédimentaire de diaclases. Les diaclases d'extension formées en sous-marin dans le calcaire «Dachstein» sont remplies de dépôts de calcaire rouge et de débris du calcaire «Dachstein». La durée de formation de ces diaclases est à estimée par des ammonites.Des arguments contre la théorie d'une transgression sont discutés.

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Laboratory experiments on three-dimensional deformable granular landslides on planar and conical slopes

Landslides of subaerial and submarine origin may generate tsunamis with locally extreme amplitudes and runup. While the landslides themselves are dangerous, the hazards are compounded by the generation of tsunamis along coastlines, in enclosed water bodies, and off continental shelves and islands. Tsunamis generated by three-dimensional deformable granular landslides were studied on planar and conical hill slopes in the three-dimensional NEES tsunami wave basin at Oregon State University based on the generalized Froude similarity. A unique pneumatic landslide tsunami generator (LTG) was deployed to control the kinematics and acceleration of the naturally rounded river gravel and cobble landslides to simulate broad ranges of landslide shapes and velocities along the slope. Lateral and overhead cameras are used to measure the landslide shapes and kinematics, while acoustic transducers provide the shape of the subaqueous deposits. The subaerial landslide shape is extracted from the camera images as the landslide propagates under gravity down the hill slope, and surface reconstruction of the landslide is conducted using the stereo particle image velocimetry (PIV) system on the conical hill slope. Subaerial landslide surface velocities are measured with a planar PIV system on the planar hill slope and stereo PIV system on the conical hill slope. The submarine deposits are characterized by the runout distances and the deposit thickness distributions. Larger cobbles are observed producing hummock type features near the maximum runout length. These unique laboratory landslide experiments serve to validate deformable landslide models as well as provide the source characteristics for tsunami generation.     

A geodetic approach for the recovery of global kinematic plate parameters

Modern techniques of precise geodetic positioning are capable of monitoring global tectonic movements. We can avoid the tremendous effort of observing those point motions at every place on the earth, if we accept the model of rigid tectonic plates, which allows us to extrapolate from discrete point observations to the appertaining plates. The target of describing plate kinematics is the determination of its kinematic parameters, which are the coordinates of the rotation pole and the rotational velocity of each tectonic plate. A mathematical model is presented, which is capable of including geodetic observations (point coordinate shifts, distance changes) as well as geophysical quantities (sea floor spreading rates, earthquake slip vectors). The parameter estimation procedure is derived and demonstrated in simulated examples. Finally a global geodetic network for space techniques is designed, which provides an optimum parameter estimation.     

A Spatial Data Infrastructure Approach for the Characterization of New Zealand's Groundwater Systems

The future information needs of stakeholders for hydrogeological and hydro‐climate data management and assessment in New Zealand may be met with an Open Geospatial Consortium (OGC) standards‐compliant publicly accessible web services framework which aims to provide integrated use of groundwater information and environmental observation data in general. The stages of the framework development described in this article are search and discovery as well as data collection and access with (meta)data services, which are developed in a community process. The concept and prototype implementation of OGC‐compliant web services for groundwater and hydro‐climate data include demonstration data services that present multiple distributed datasets of environmental observations. The results also iterate over the stakeholder community process and the refined profile of OGC services for environmental observation data sharing within the New Zealand Spatial Data Infrastructure (SDI) landscape, including datasets from the National Groundwater Monitoring Program and the New Zealand Climate Database along with datasets from affiliated regional councils at regional‐ and sub‐regional scales. With the definition of the New Zealand observation data profile we show that current state‐of‐the‐art standards do not necessarily need to be improved, but that the community has to agree upon how to use these standards in an iterative process.