Die Porositäten toniger Keuper- und Jura-Sedimente Südwestdeutschlands     

Dr. Dietrich Heling 《Contributions to Mineralogy and Petrology》1967,15(3):224-232

After a short review of the basic principles governing compaction of clayey sediments, investigations of the porosities of Mesozoic shales from southwestern Germany are reported. The results reveal the influence of grain size, mineral content, temperature, and organic matter on the porosity of shales. All these and other factors have to be considered when evaluating primary porosities of shales at the time of deposition.  相似文献   

Sedimentologische Untersuchungen an Grimmelfinger Graupensanden     

Dr. Dietrich Heling 《Contributions to Mineralogy and Petrology》1966,12(2):192-201

Zusammenfassung Die Untersuchung von Korngrößenverteilung und Rundungsgrad der Grimmelfinger Graupensande an zwei durch 150 km Transportweg unterschiedenen Aufschlüssen gibt Hinweise auf die Einwirkungen auf das verfrachtete Sedimentmaterial unter gleichförmigen, fluviatilen Bedingungen.Am Anfang des untersuchten Rinnenabschnittes besteht das Sediment überwiegend aus je einer Modalfraktion im Mittelsandbereich, Grobsandbereich und Feinkiesbereich¹.Auf dem Transport wird die Mittelsandfraktion — vermutlich infolge der Schlagwirkung des Feinkieses — aufgerieben und fortgeführt. In den beiden gröberen Fraktionen wird am Ende des untersuchten Abschnittes keine Korngrößenabnahme und damit verbunden auch keine Rundungsgraderhöhung beobachtet. Dieses Ergebnis wird verglichen mit den in der Literatur mitgeteilten Untersuchungen in Abriebmühlen und Feldbeobachtungen. Danach dürfte der Rundungsgrad in der Feinkiesfraktion seinem unter den gegebenen Umständen erreichbaren Grenzwert sehr nahe sein und sich auch bei weiter fortgesetztem Transport kaum noch ändern. In der Grobsandfraktion wird der Anteil, dessen Rundung verbessert wird, infolge der damit verbundenen höheren Kugeligkeit bevorzugt fortgeführt.Die Untersuchungen bestätigen, daß die Abrundungseffekte an Sedimentmaterial in strömendem Wasser in Abhängigkeit von der Korngröße betrachtet werden müssen.

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The mechanical effects of fluvial transport over a distance of 150 km were studied by means of size frequency distributions and analysis of roundness in a Tertiary flow channel in Southern Germany filled by sand mixed with fine gravel.When entering the-channel the deposited material shows characteristic trimodal size frequency distributions. During transport the finer modal fraction (0.2...0.63 mm) is destroyed — probably through breakage by the gravel — and removed, while the sizes of the two coarser fractions remain unaffected. The roundness of the coarser fractions also remains unchanged by transport. This suggests that the roundness of the gravel material has approached its limiting roundness which is the optimum that can be achieved under the prevailing conditions. That part of the coarse sand fraction which becomes better rounded by transport may be removed preferably, because the grains getting higher sphericity by being rounded are transported more easily.Grain sizes have to be considered when abrasion effects are studied.

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Herrn Professor Dr. H. Aldinger danke ich für die Möglichkeit, die vorliegende Arbeit im Geologisch-Paläontologischen Institut der Technischen Hochschule Stuttgart anzufertigen, Herrn Dr. D. Elwert, Kiel, für die Überlassung von Probenmaterial.  相似文献   

Les coraux (Scléractiniaires et Hydro-coralliaires) de 'atoll de Takapoto, îles Tuamotu: Aspects écologiques     

Dietrich H.H.  Kühlmann  Jean-Pierre  Chevalier 《Marine Ecology》1986,7(1):75-104

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Baltic cod recruitment - the impact of climate variability on key processes   总被引：3，自引：0，他引：3  

Koster  Friedrich W.; Mollmann  Christian; Hinrichsen  Hans-Harald; Wieland  Kai; Tomkiewicz  Jonna; Kraus  Gerd; Voss  Rudiger; Makarchouk  Andrei; MacKenzie  Brian R.; St. John  Michael A.; Schnack  Dietrich; Rohlf  Norbert; Linkowski  Tomasz; Beyer  Jan E. 《ICES Journal of Marine Science》2005,62(7):1408-1425

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Efficient generation of conditional simulations by chebyshev matrix polynomial approximations to the symmetric square root of the covariance matrix     

C. R. Dietrich  G. N. Newsam 《Mathematical Geology》1995,27(2):207-228

Consider the problem of generating a realization y₁ of a Gaussian random field on a dense grid of points ₁ conditioned on field observations y₂ collected on a sparse grid of points ₂. An approach to this is to generate first an unconditional realization y over the grid =_{1 2}, and then to produce y₁ by conditioning y on the data y₂. As standard methods for generating y, such as the turning bands, spectral or Cholesky approaches can have various limitations, it has been proposed by M. W. Davis to generate realizations from a matrix polynomial approximations to the square root of the covariance matrix. In this paper we describe how to generate a direct approximation to the conditional realization y₁, on ₁ using a variant of Davis' approach based on approximation by Chebyshev polynomials. The resulting algorithm is simple to implement, numerically stable, and bounds on the approximation error are readily available. Furthermore we show that the conditional realization y₁ can be generated directly with a lower order polynomial than the unconditional realization y, and that further reductions can be achieved by exploiting a nugget effect if one is present. A pseudocode version of the algorithm is provided that can be implemented using the fast Fourier transform if the field is stationary and the grid ₁ is rectangular. Finally, numerical illustrations are given of the algorithm's performance in generating various 2-D realizations of conditional processes on large sampling grids.  相似文献   

Reconstruction of sea level pressure fields over the Eastern North Atlantic and Europe back to 1500   总被引：3，自引：7，他引：3  

J. Luterbacher  E. Xoplaki  D. Dietrich  R. Rickli  J. Jacobeit  C. Beck  D. Gyalistras  C. Schmutz  H. Wanner 《Climate Dynamics》2002,18(7):545-561

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The operational weather radar of Fossalon di Grado (Gorizia, Italy): accuracy of reflectivity and differential reflectivity measurements     

R. Bechini  E. Gorgucci  G. Scarchilli  S. Dietrich 《Meteorology and Atmospheric Physics》2002,79(3-4):275-284

Summary The error structure of radar measurements should be accurately known in order to provide reliable estimates for a number of quantitative meteorological applications, from rainfall rate estimation to cloud microphysics. The aim of this paper is to give a detailed characterization of Z _H and Z _DR measurements obtained by the weather radar of Fossalon di Grado (Gorizia, Italy). Vertical-looking observations are used to determine the system bias on differential reflectivity and to estimate the measurement error on both Z _H and Z _DR in the rain medium. It is estimated that no bias is affecting Z _DR and the accuracy of Z _H and Z _DR is 0.8 and 0.1 dB, respectively. A similar evaluation is done in the rain medium at larger ranges with the antenna pointing at low elevation angles. The long time stability of the absolute reflectivity calibration is also established by radar-rain gage inter-comparison over almost 200 hours of precipitation data collected during nearly two years. Received June 21, 2001 Revised November 13, 2001  相似文献   

Testing a model for predicting the timing and location of shallow landslide initiation in soil‐mantled landscapes     

M. Casadei  W. E. Dietrich  N. L. Miller 《地球表面变化过程与地形》2003,28(9):925-950

The growing availability of digital topographic data and the increased reliability of precipitation forecasts invite modelling efforts to predict the timing and location of shallow landslides in hilly and mountainous areas in order to reduce risk to an ever‐expanding human population. Here, we exploit a rare data set to develop and test such a model. In a 1·7 km² catchment a near‐annual aerial photographic coverage records just three single storm events over a 45 year period that produced multiple landslides. Such data enable us to test model performance by running the entire rainfall time series and determine whether just those three storms are correctly detected. To do this, we link a dynamic and spatially distributed shallow subsurface runoff model (similar to TOPMODEL) to an in?nite slope model to predict the spatial distribution of shallow landsliding. The spatial distribution of soil depth, a strong control on local landsliding, is predicted from a process‐based model. Because of its common availability, daily rainfall data were used to drive the model. Topographic data were derived from digitized 1 : 24 000 US Geological Survey contour maps. Analysis of the landslides shows that 97 occurred in 1955, 37 in 1982 and ?ve in 1998, although the heaviest rainfall was in 1982. Furthermore, intensity–duration analysis of available daily and hourly rainfall from the closest raingauges does not discriminate those three storms from others that did not generate failures. We explore the question of whether a mechanistic modelling approach is better able to identify landslide‐producing storms. Landslide and soil production parameters were ?xed from studies elsewhere. Four hydrologic parameters characterizing the saturated hydraulic conductivity of the soil and underlying bedrock and its decline with depth were ?rst calibrated on the 1955 landslide record. Success was characterized as the most number of actual landslides predicted with the least amount of total area predicted to be unstable. Because landslide area was consistently overpredicted, a threshold catchment area of predicted slope instability was used to de?ne whether a rainstorm was a signi?cant landslide producer. Many combinations of the four hydrological parameters performed equally well for the 1955 event, but only one combination successfully identi?ed the 1982 storm as the only landslide‐producing storm during the period 1980–86. Application of this parameter combination to the entire 45 year record successfully identi?ed the three events, but also predicted that two other landslide‐producing events should have occurred. This performance is signi?cantly better than the empirical intensity–duration threshold approach, but requires considerable calibration effort. Overprediction of instability, both for storms that produced landslides and for non‐producing storms, appears to arise from at least four causes: (1) coarse rainfall data time scale and inability to document short rainfall bursts and predict pressure wave response; (2) absence of local rainfall data; (3) legacy effect of previous landslides; and (4) inaccurate topographic and soil property data. Greater resolution of spatial and rainfall data, as well as topographic data, coupled with systematic documentation of landslides to create time series to test models, should lead to signi?cant improvements in shallow landslides forecasting. Copyright © 2003 John Wiley & Sons, Ltd.  相似文献   

Ground deformation of Nisyros Volcano (Greece) for the period 1995–2002: Results from DInSAR and DGPS observations     

E. Lagios  V. Sakkas  Is. Parcharidis  V. Dietrich 《Bulletin of Volcanology》2005,68(2):201-214

Differential GPS (DGPS) and Differential Interferometric Synthetic Aperture Radar (DInSAR) analyses were applied to the Kos-Yali-Nisyros Volcanic Field (SE Hellenic Volcanic Arc) to quantify the ground deformation of Nisyros Volcano. After intense seismic activity in 1996, a GPS network was installed in June 1997 and re-occupied annually up to 2002. A general uplift ranging from 14 to 140 mm was determined at all stations of the network. The corresponding horizontal displacements ranged from 13 to 53 mm. The displacement vectors indicate that the island is undergoing extension towards the East, West and South. A two-source “Mogi” model combined with assumed motion along the Mandraki Fault was constructed to fit the observed deformation. The best-fit model assumes sources at a depth of 5500 m NW of the centre of the island and at 6500 m offshore ESE of Yali Island. DInSAR analysis using four pairs of images taken between May 1995 and September 2000 suggests that deformation was occurring during 1995 before the start of the seismic crisis. An amplitude of at least 56 mm along the slant range appeared for the period 1996 through 1999. This deformation is consistent with the two-source model invoked in DGPS modelling. Surface evidence of ground deformation is expressed in the contemporaneous reactivation of the Mandraki Fault. In addition, a 600 m long N-S trending irregular rupture in the caldera floor was formed between 2001 and 2002. This rupture is interpreted as the release of surface stress in the consolidated epiclastic and hydrothermal sediments of the caldera floor.  相似文献   

Experimental impact cratering: A summary of the major results of the MEMIN research unit          下载免费PDF全文

Thomas Kenkmann  Alex Deutsch  Klaus Thoma  Matthias Ebert  Michael H. Poelchau  Elmar Buhl  Eva-Regine Carl  Andreas N. Danilewsky  Georg Dresen  Anja Dufresne  Nathanaël Durr  Lars Ehm  Christian Grosse  Max Gulde  Nicole Güldemeister  Christopher Hamann  Lutz Hecht  Stefan Hiermaier  Tobias Hoerth  Astrid Kowitz  Falko Langenhorst  Bernd Lexow  Hanns-Peter Liermann  Robert Luther  Ulrich Mansfeld  Dorothee Moser  Manuel Raith  Wolf Uwe Reimold  Martin Sauer  Frank Schäfer  Ralf Thomas Schmitt  Frank Sommer  Jakob Wilk  Rebecca Winkler  Kai Wünnemann 《Meteoritics & planetary science》2018,53(8):1543-1568

This paper reviews major findings of the Multidisciplinary Experimental and Modeling Impact Crater Research Network (MEMIN). MEMIN is a consortium, funded from 2009 till 2017 by the German Research Foundation, and is aimed at investigating impact cratering processes by experimental and modeling approaches. The vision of this network has been to comprehensively quantify impact processes by conducting a strictly controlled experimental campaign at the laboratory scale, together with a multidisciplinary analytical approach. Central to MEMIN has been the use of powerful two-stage light-gas accelerators capable of producing impact craters in the decimeter size range in solid rocks that allowed detailed spatial analyses of petrophysical, structural, and geochemical changes in target rocks and ejecta. In addition, explosive setups, membrane-driven diamond anvil cells, as well as laser irradiation and split Hopkinson pressure bar technologies have been used to study the response of minerals and rocks to shock and dynamic loading as well as high-temperature conditions. We used Seeberger sandstone, Taunus quartzite, Carrara marble, and Weibern tuff as major target rock types. In concert with the experiments we conducted mesoscale numerical simulations of shock wave propagation in heterogeneous rocks resolving the complex response of grains and pores to compressive, shear, and tensile loading and macroscale modeling of crater formation and fracturing. Major results comprise (1) projectile–target interaction, (2) various aspects of shock metamorphism with special focus on low shock pressures and effects of target porosity and water saturation, (3) crater morphologies and cratering efficiencies in various nonporous and porous lithologies, (4) in situ target damage, (5) ejecta dynamics, and (6) geophysical survey of experimental craters.  相似文献