New determination of the air-earth current over the ocean and measurements of ionosphere potentials     

Richard P. Mühleisen 《Pure and Applied Geophysics》1971,84(1):112-115

Summary The electrode effect could be detected in full magnitude on the Atlantic during the expedition of the research vessel Meteor. The average value of the electric field over the sea surface is about 125 V/m, in about 10 to 100 m over the surface only about 60 V/m. This phenomenon as well as the results of small ion records lead to a value of the air earth current density on the sea of only 0.9×10^–12 A/m², a quarter of the value accepted up to now. With these values the total current of the global air electric circuit will be about 665 A instead of 1500 to 1800 A. The ionosphere potentials over two places in a distance of 8000 km at 15 dates are nearly identical and in the average 280 kV.  相似文献   

Geologic implications of microfossils in submarine volcanics     

Y. R. Nayudu 《Bulletin of Volcanology》1971,35(2):402-423

Samples of basalt and palagonite tuff-breccia dredged from the East Pacific Rise and Eickelberg Ridge in the northeast Pacific contain Foraminifera, diatoms, and other microorganisms associated with sediments. Microfossils are found in large vesicles in the interior of the rock. Palagonite tuff-breccias include sediments containing microfossils. It is shown that these fossils and sediments were incorporated in the basalts and palagonite tuff-breccias during eruptions. Samples from the Pacific and Atlantic Oceans and from Iceland substantiate this thesis. A model for submarine eruptions, which is an extension of Nayudu’s hypothesis for the origin of guyots, is presented. This model suggests that considerable reworking of sediments occurs during submarine eruptions. It is further concluded that: (1) Turbidity currents are generated by submarine eruptions; (2) These turbidity currents provide a mechanism for transport of volcanic material on the sea floor, which may produce graded sediments; (3) Low-velocity layers on the margins of the ridges, rises, and sea-mounts are primary pillow-palagonite tuff-breccias with intercalated sediments ranging in density from 2.00 – 2.6 g/cc. (4) Interpretation of the age of truncation of some seamounts based on fossils contained in volcanic breccias are questionable. On the contrary, these fossils may suggest the maximum age of the eruption. Observations presented on the role of submarine volcanism further suggest that some interpretations of age relations in the geologic column may need re-evaluation.  相似文献   

Entwurf eines topologischen Modells der Wechselwirkungen zwischen Kulturmaßnahmen und Energiehaushalt des Bodens,dargestellt am Beispiel einer Strohmulche     

Dr. Harald Schrödter  Dipl.-Met. Jürgen von Hoyningen-Huene 《Theoretical and Applied Climatology》1971,19(2):183-198

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Stilpnomelan als alpinmetamorphes Produkt im Mont-Blanc-Granit     

Jürgen F. von Raumer 《Contributions to Mineralogy and Petrology》1969,21(3):257-271

Stilpnomelane is known to be index-mineral of lowest metamorphic facies in the northern zone of the Swiss Alps. In Montblanc-region the first stilpnomelane due to alpine metamorphism will be found in the Montblanc-granite, whereas until now the adjacent metamorphic rocks in the north of granite have not yielded any stilpnomelane. This could be explained by chemical control in the metamorphic rocks or by instability of stilpnomelane because a new formed biotite has been found in the shearing-zones in the northern part of granite and stilpnomelane is disappearing.Metamorphic reactions in the very coarse granite are bound to the limits between constituents or to the interior of larger crystals. Stilpnomelane very often has been found in microcline situated near to biotite or chlorite of primary origin. Towards the southern part of granite stilpnomelane will be found in larger quantities and occasionally a new formed chlorite will appear. This evolution is accompanied by the appearance of larger quantities of patch-perthite and chessboard-perthite in the microcline-megacrysts.Probably a green biotite coexists with stilpnomelane, but majority of alpine biotite has been formed in a later phase and is accompanied by a strong change of quartz-fabric and disappearance of stilpnomelane.One might suppose, that the change of lowest greenschist-facies (stilpnomelane) to a higher degree (biotite) even over very short distances depends more on the influence of changing chemical composition in the coexisting aqueous-gaseous phases than on a real increase of pressure and temperature.

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Ich danke Herrn Prof. Dr. E. Niggli, Bern, für die Möglichkeit des ständigen Erfahrungsaustausches und die Bereitstellung der Nonius-Kamera und Herrn Prof. Dr. H. G. F. Winkler, Göttingen, für wertvolle Hinweise und kritische Stellungnahme. Endlich sei Herrn Prof. Dr. P. Bearth, Basel, herzlich gedankt für die Diskussion und die Mitteilung weiterer Fundpunkte von Stilpnomelan.Wertvolle Unterstützung erhielt diese Arbeit durch einen Kredit des Schweizerischen Nationalfonds.  相似文献   

Diffractometric clay mineral analysis of Recent sediments of Lake Constance (Central Europe)   总被引：2，自引：0，他引：2  

Prof. Dr. German Müller  Dr. Joost Quakernaat 《Contributions to Mineralogy and Petrology》1969,22(4):268-275

Mica, smectite, and chlorite are the characteristic clay minerals in about 120 Recent sediment samples of Lake Constance as shown by semiquantitative clay mineral analysis. Interstratified clay minerals are practically absent, kandites were not found.The decrease of the smectite/mica ratio from West to East is apparently due to the dominance of the mica-chlorite assemblage of the Rhine river derived from the northern Alps in the eastern part of the lake. With increasing distance from the delta of the Rhine river, the Tertiary Molasse clay minerals (mainly mica and smectite) derived from rocks surrounding the lake become more abundant.

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Zusammenfassung An 120 Sedimentproben aus dem Bodensee wurde der Tonmineralbestand der Fraktion <2 durch die röntgenographische Phasenanalyse halbquantitativ ermittelt.Glimmer, Smectit und Chlorit sind die charakteristischen Tonmineralgruppen in den Sedimenten. Mixed-layer-Minerale treten so gut wie nicht auf, Kandite konnten nicht nachgewiesen werden.Aus der Bestimmung der relativen Häufigkeit von Glimmer und Smectit ergibt sich, daß das Smectit/Glimmer-Verhältnis von Osten (Einmündung des Alpenrheins) nach Westen ständig zunimmt.Diese Verteilung ist durch die Zufuhr von Glimmer und Chlorit durch den Alpenrhein aus den nördlichen Alpen bedingt, die jedoch mit zunehmender Entfernung vom Delta durch die Molasse-Distributiv-Provinz mit vorherrschend Glimmer und Smectit überlagert wird.

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Nature of the coordination polyhedra around M 2 cations in pigeonite     

Necip Güven 《Contributions to Mineralogy and Petrology》1969,24(3):268-274

An understanding of the irregular coordination polyhedra exhibited by the M2 cations in clinopyroxenes is of prime importance in connection with the behaviour of solid solutions and polymorphism in pyroxenes.As shown by unfolding the silica chains in pigeonite, cations with octahedral stereochemistry like Mg⁺⁺and Fe⁺⁺ cause kinking of the silica chains, whereas larger cations like Ca⁺⁺and Na⁺have an opposite namely straightening effect. This is a probable factor causing immiscibility in the Mg⁺⁺-Ca⁺⁺ solid solutions in pyroxenes. In pyroxene structures with kinked silica chains the arrangement of oxygen atoms approaches close packing; consequently different stacking sequences will be energetically possible leading to polymorphism in pyroxenes.When Pauling's electrostatic valence rule is applied to clinopyroxenes, the charge balance will be exceedingly improved if effective coordination number of M2 cation is assigned and if the distortions of M 2 coordination polyhedron is considered.  相似文献   

The relation between solar radiation and hours of bright sunshine at some tropical stations     

Viswanadham  Y.  Ramanadham  R. 《Pure and Applied Geophysics》1969,74(1):186-194

Pure and Applied Geophysics - The relationship between (Q) total solar radiation, as measured by a solarimeter, and hours of bright sunshine (n), as measured by a Campbell-Stokes recorder, has been...  相似文献   

The thermal diffusivity of red sandy soil at Waltair     

Y. Viswanadham  R. Ramanadham 《Pure and Applied Geophysics》1969,74(1):195-205

Summary The study of heat exchanges or temperature changes in the surface layers of the soil are important in agricultural science at tropical latitudes. The quantity, thermal diffusivity largely determines the temperature change produced in any layer of the soil when heat is conducted there from an adjacent layer. Therefore, the authors have determined the thermal diffusivity of the soil from range and lag methods suggested byJohnson andDavies [15]²) andCoutis [7] respectively. The values of diffusivity cbtained from these methods agree well with each other. The effect of soil moisture on diffusivity has been studied. The diffusivity increases with the increase of moisture in the surface layers of the scil. The ratio of ranges of soil temperature at different depths is found to be approximately constant which is in agreement with the theory of heat flow into the soils. The results of diffusivity obtained from these methods agree well with those results of past workers. The mean value of the thermal diffusivity of red sandy soil at the experimental site of Waltair is found to be 6.336×10^–3 cm²/sec.  相似文献   

Hydrothermale Lösungen     

Dr. Günter Strübel 《International Journal of Earth Sciences》1968,58(1):259-273

Zusammenfassung Das hydrothermale Auflösungsverhalten der vorwiegend als Gangarten auf-tretenden Mineralphasen Fluorit (CaF₂), Baryt (BaSO₄), Cölestin (SrSO₄) und Anglesit (PbSO₄) läßt sich übersichtlich in einem Temperatur-Löslichkeitsdiagramm darstellen und mit dem bekannten, qualitativ ähnlichen System SiO₂-H₂O vergleichen.Gegenüber dem molekulardispers gelösten SiO₂ ergeben sich aber für die in Ionen dissoziierten Lösungen der schwerlöslichen Sulfate und des Fluorits beträchtliche Verschiebungen der Sättigungsgleichgewichte, insbesondere bei Anwesenheit von Elektrolyten als Lösungsgenossen.Diese Beeinflussung, die für die genetischen Verhältnisse der Minerallagerstätten von entscheidender Bedeutung ist, wird für 0,1–2,0 normale NaCl-Lösungen im NaCl-Konzentrations-Löslichkeits-Diagramm der Minerale Fluorit, Baryt, Cölestin und Anglesit isotherm bis zum Siedepunkt der wäßrigen Mischphasen untersucht.Ferner wird das Löslichkeitsverhalten in den ternären Systemen BaSO₄-NaCl-H₂O und SrSO₄-NaCl-H₂O für Baryt und Cölestin gegen 2,0n NaCl-Lösungen entlang der Grenzkurve des Dreiphasengebietes und für die Isochoren 0,326 bis 0,6 bis 600° C und 2000 Bar dargestellt und mit den entsprechenden Verhältnissen der reinen wäßrigen Systeme verglichen.Ein abweichendes inkongruentes Auflösungsverhalten von Alumosilikaten mit Schichtgitterstruktur läßt sich am Beispiel des Muskovits durch die experimentelle Bestimmung der nichtstöchiometrischen Molekularverhältnisse SiO₂/K₂O und SiO₂/Al₂O₃ in den gesättigten Lösungen für den hydrothermalen Existenzbereich des Muskovits nachweisen.

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The behaviour of solubility for some minerals, which were for the most part found as vein minerals, was determined experimentally and is represented by summarizing diagrams.In the temperature-solubility diagram the hydrothermal solubility of fluorite, barite, celestine and anglesite is compared to the solubility of quartz and muskovite for the boundary curve of the three-phase region and for some isochores. As opposed to SiO₂, which is molecularly dispersed in solution, the ionic solutions of the systems CaF₂-H₂O, BaSO₄-H₂O, SrSO₄-H₂O and PbSO₄-H₂O show considerable displacement of the saturation equilibrium when other components are present in the solution.This influence on the solubility, significant for the genetic relations of mineral deposits, was quantitatively analyzed for 0.1–0.2 n-NaCl solutions. The results are isothermally shown in the NaCl-concentration solubility diagram within the boundaries of room temperature and the boiling point of the aqueous mixed phases.In the tenary systems BaSO₄-NaCl-H₂O and SrSO₄-NaCl-H₂O, the hydro-thermal solubility of barite and celestine in 2.0 n-NaCl solutions is also shown for the range of the boundary curve of the three-phase region and for the isochores 0.326–0.6 up to a temperature of 600° C and a pressure of 2000 bar. These solubilities are then compared with the diagrams of solubility for pure aqueous solutions.The irregular and incongruent behaviour of the solubility of aluminium-silicates of a layered-lattic structure is demonstrated for the system KAl₂(OH)₂-AlSi₂O₁₀-H₂O in the presence of muscovite by experimental determination of the non-stoechiometric molecular proportions of SiO₂K₂O and SiO₂ Al₂O₃. Such determination was conducted in saturated solutions for the hydrothermal range of the existence of muscovite.The geological importance of the knowledge of hydrothermal data of solubility and their application to the process of the hydrothermalmagmatic series and hydrothermalmetamorphosis is discussed.

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Résumé Le comportement de dissolution expérimentalement déterminé de certains minéraux trouvés surtout en filons est exposé en le résumant par diagrammes.La solubilité hydrothermique de fluorine, barytine, célestine et anglésite est comparée pour la courbe limitante (de la région triphasée) et pour les isochores 0,326–0,6 g.cm³ du diagramme température-solubilité avec le comportement de dissolution du quartz et de la muscovite. Les solutions ioniques des systèmes CaF₂H₂O, BaSO₄-H₂O, SrSO₄-H₂O et PbSO₄-H₂O montrent, comparées au SiO₂ dissous en dispersion moléculaire, de différences importantes d'équilibres de saturation en présence d'associés de solution.Cette influence sur la solubilité qui est d'une importance décisive pour les conditions génétiques des gisements de minéraux, a été examinée quantitativement pour les solutions 0,1–0,2—normales de NaCl. La présentation s'est faite isothermiquement dans le diagramme de concentration-solubilité de NaCl entre la température de chambre et le point d'ébullition des phases mixtes aqueuses.Dans les systèmes ternaires BaSO-NaCl-H₂O et SrSO₄-NaCl-H₂O la solubilité hydrothermique de barytine et de célestine en des solutions 2,0-normales de NaCl est présentée également pour l'espace des courbes limitantes de la région triphase et pour les isochores 0,326–0,6 jusqu'à 600° C et 2000 Bar. Elle est comparée avec les courbes de solubilité de systèmes purement aqueux. Le comportement de dissolution divergeant incongruent des silicates d'alumine à structure stratifiée en treillis est démontré pour le systême KAl₂(OH)₂-AlSi₃O₁₀-H₂O par exemple de la muscovite en déterminant expérimentalement les proportions moléculaires non-stochiométriques SiO₂ K₂O et SiO₂Al₂O₃ dans les solutions saturées pour la domaine d'existence hydrothermique de la muscovite.Importance géologique de la connaissance des dates de solubilité hydrothermique et leur application sur les événements des conséquences hydrothermiques-magmatiques et sur les événements de la métamorphose hydrothermique sont discutées.

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y 600° 2000 . (CaF₂), ( SO₄), . (SrSO₄) (PbSO₄) - Sio₂-₂.

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Hydrofracture mechanisms in rock during pressure grouting     

H. Y. Wong  I. W. Farmer 《Rock Mechanics and Rock Engineering》1973,5(1):21-41

Summary Hydrofracture Mechanisms in Rock During Pressure Grouting. The paper examines the basic meachnisms controlling the initiation of fractures in rocks and layered soils during pressure grouting, and their subsequent propagation into the ground mass. Previous analyses of fracture initiation have tended to concentrate on simplified models in which the ground is treated as an impervious elastic or Mohr-Coulomb continuum. The present method allows for the porous or fissured nature of the ground by considering the effect of seepage forces induced by the pore pressure gradient. The effect is quantified by use of a parameterN such that the ratio of fluid force used in expanding the injection hole, to that used in forcing fluid through void spaces, isN to (1—N).Analysis of hydrofracture propagation is based on stress analysis of a borehole in an elastic continuum, the propagating fracture zone around the borehole being represented as a non-elastic material governed by the Mohr-Coulomb failure criterion. This is supplemented by an energy approach which equates the energy supplied to the ground from the injection pump, with the energy stored in the ground and the energy necessary to fracture it.

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Zusammenfassung Brucherscheinungen im Fels bei Verprearbeiten. In der Arbeit wird der grundlegende Mechanismus untersucht, welcher bei Verpreßarbeiten in Fels und geschichtetem Boden zur Einleitung und Ausbreitung von Brüchen führt. Frühere Untersuchungen des Bruchbeginns stützten sich im wesentlichen auf vereinfachte Modelle, in denen der Untergrund als undurchlässiges Kontinuum angesehen wird, das entweder elastisch ist oder der Mohr-Coulombschen Bruchbedingung genügt. Die neue Methode berücksichtigt dagegen eine Porosität oder Klüftung des Untergrundes durch Ansatz der vom strömenden Medium auf das Gebirge ausgeübten Belastung. Diese Belastung wird aufgeteilt in einen Druckverlust an der Bohrlochwand (gleich ParameterN mal Verpreßdruck) und die entsprechende, über den gesamten durchströmten Bereich verteilte Belastung.Die Untersuchung der Bruchausbreitung geht von der Spannungsermittlung um ein Bohrloch in einem elastischen Kontinuum aus, wobei in der sich ausbreitenden Bruchzone um das Bohrloch herum nichtelastisches Material angenommen wird, das dem Mohr-Coulombschen Bruchkriterium genügt. Zur Ergänzung dient eine Energie-Betrachtung, bei der die von der Injektionspumpe abgegebene Energie gleichgesetzt wird der im Untergrund gespeicherten Energie und der aufgewendeten Brucharbeit.

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Résumé Les mécanismes de la fracturation hydraulique dans les roches pendant les injections sous pression. Le mémoire examine les mécanismes fondamentaux qui gouvernent l'initiation des ruptures dans les roches et les sols stratifiés, au cours des injections et leur propagation dans les massifs. Les analyses antérieures de l'initiation de la rupture, se sont concentrées sur des modèles simplifiés où l'on considérait la roche comme un milieu élastique et imperméable, ou comme un milieu de Mohr-Coulomb. La présente méthode admet que le massif est poreux ou fissuré, en considérant l'action des forces de percolation engendrées par le gradient de pression interstitielle. Cette action est quantifiée par un paramètreN, tel que le rapport de la force du liquide employée à dilater le forage d'injection, à celle employée pour forcer le coulis à travers les vides soitN/(1—N). L'analyse de la propagation des ruptures se base sur l'analyse des contraintes autour d'un forage dans un milieu élastique, alors que la zone de la rupture qui se propage autour du forage est représentée par un milieu non-élastique admettant le critère de rupture de Mohr-Coulomb. Cette analyse est complétée par une approche énergétique, où l'énergie qui est fournie au massif par la pompe d'injection est égalée à l'énergie emmagasinée dans la roche et à l'énergie de rupture.

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Nomenclature A area of new cracks created per unit volume of time t - E total work done by injection fluid - E _i irrecoverable component of energy - E _{i c} work done in fracturing rock or soil - E _{i l} work done to overcome various frictional forces in grouting system - E _{i p} work done to cause plastic deformation of fractured zone - E _{i s} work done to overcome shear strength of fluid during flow - E _{i v} work done to overcome frictional drag between fluid and rock in soil surfaces during flow - E _r recoverable component of energy - E _{r f} elastic strain energy stored in fluid - E _{r s} elastic strain energy stored in rock or soil - h height of overburden - i j 1, 2, 3 - K ₀ coefficient of horizontal earth pressure - k permeability of ground to grout - L length of cylindrical grout source - n rock or soil porosity - p average fluid pressure between timet and (t + t) - p ₀ injection pressure - R radius of grout front - r radial distance from borehole axis - r ₀ radius of borehole - r ₁ radius of fractured zone - S specific surface area of rock or soil - S _T tensile strength of rock or soil - t time - u grout seepage velocity - V volume of grout injected - v volumetric strain - specific surface energy of rock - bulk density of rock or soil - _{i j} ^e elastic strain increment tensor - _{i j} plastic strain increment tensor - v Poisson's ratio - _{i j} average stress tensor in the ground during timet and (t + t) - _R , _T, _Z radial, tangential and vertical stresses induced by grouting - _r , _t , _z radial, tangential and vertical stress around borehole before grouting - grout shear strength - angle of internal friction of rock or soil With 7 Figures  相似文献