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  • Articles  (6,750)
  • 1985-1989
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  • 1960-1964  (6,750)
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  • 1963  (6,750)
  • Geosciences  (6,750)
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  • 1985-1989
  • 1980-1984
  • 1960-1964  (6,750)
  • 1940-1944
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  • 1
    Electronic Resource
    Electronic Resource
    Oxford, UK : Blackwell Publishing Ltd
    Geophysical prospecting 11 (1963), S. 0 
    ISSN: 1365-2478
    Source: Blackwell Publishing Journal Backfiles 1879-2005
    Topics: Geosciences , Physics
    Notes: A method is described which allows to measure the elastic wave motion in the “interior” of two-dimensional solid models. It is based on the measurements of the lateral deformations of a plate that are related to the state of compression in the plane of the plate. A capacitive detector measuring the motion has been developed.Wave front studies have been carried out in a half space, in two half spaces in contact and in a single-layered half space. The experimental results are compared with theory. Special attention has been paid to the head wave.
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  • 2
    Electronic Resource
    Electronic Resource
    Oxford, UK : Blackwell Publishing Ltd
    Geophysical prospecting 11 (1963), S. 0 
    ISSN: 1365-2478
    Source: Blackwell Publishing Journal Backfiles 1879-2005
    Topics: Geosciences , Physics
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  • 3
    Electronic Resource
    Electronic Resource
    Oxford, UK : Blackwell Publishing Ltd
    Geophysical prospecting 11 (1963), S. 0 
    ISSN: 1365-2478
    Source: Blackwell Publishing Journal Backfiles 1879-2005
    Topics: Geosciences , Physics
    Notes: All sorts of organic matter preserved under anaerobic conditions and transformed in reducing environments may form components of natural crude oils; such oils are linked to sapropel deposits by their contents in porphyrins and trace metals.
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  • 4
    Electronic Resource
    Electronic Resource
    Oxford, UK : Blackwell Publishing Ltd
    Geophysical prospecting 11 (1963), S. 0 
    ISSN: 1365-2478
    Source: Blackwell Publishing Journal Backfiles 1879-2005
    Topics: Geosciences , Physics
    Notes: Offshore reflection records, even if they are of medium quality, can be used to determine the thickness of unconsolidated sediments. The method is described and its limits are specified. An example of application referring to the Gulf of Lyons is given.
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  • 5
    Electronic Resource
    Electronic Resource
    Oxford, UK : Blackwell Publishing Ltd
    Geophysical prospecting 11 (1963), S. 0 
    ISSN: 1365-2478
    Source: Blackwell Publishing Journal Backfiles 1879-2005
    Topics: Geosciences , Physics
    Notes: A transistorized combination of multivibrators is described, by which the gain is set according to a time programme. This equipment allows quantitative recording of seismic events with extremely large amplitude variations. Some possible applications of this recording system to seismic research are discussed.
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  • 6
    Electronic Resource
    Electronic Resource
    Oxford, UK : Blackwell Publishing Ltd
    Geophysical prospecting 11 (1963), S. 0 
    ISSN: 1365-2478
    Source: Blackwell Publishing Journal Backfiles 1879-2005
    Topics: Geosciences , Physics
    Notes: The theoretical aspects of a general configuration of the tripotential prospecting method are described while particular cases of the method were described by Carpenter and Haberjam (1956) and Sarma (1961).
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  • 7
    Electronic Resource
    Electronic Resource
    Oxford, UK : Blackwell Publishing Ltd
    Geophysical prospecting 11 (1963), S. 0 
    ISSN: 1365-2478
    Source: Blackwell Publishing Journal Backfiles 1879-2005
    Topics: Geosciences , Physics
    Notes: The accuracy of an airborne magnetic survey is limited by the following factors:〈list xml:id="l1" style="custom"〉1Slow (diurnal) variations of the earth's field.2Fast variations of the earth's field (earth field “noise”).3Drift in measuring equipment.4Magnetometer “noise” (electronics, orientors …).5External disturbances, miscompensation.6Irregularities in flight altitude.7Location errors.The relative importance of these different causes of errors is analyzed from two viewpoints:〈list xml:id="l2" style="custom"〉a)Direct interpretation of anomalies on actual records,b)Compilation of isogram maps and their quantitative interpretation (second derivative, reduction to the pole, …).In conclusion, these errors do not affect the direct interpretation of profiles of standard quality. For instance, if the average altitude of the plane above the magnetic bodies is 1000 m, a variation of its flight level of about 100 m does not introduce serious errors in the interpretation.On the other hand, compilation of contoured isogam maps is often difficult, and compensation of the previous errors is not always possible except by approximate, rule-of-thumb methods. Furthermore, when the interval between lines is greater than the depth of magnetic masses below the plane of flight, the contours are interpolated and do not represent the magnetic field. Sometimes the contouring can offer different solutions, and the map is therefore not objective; this could then result in errors larger than those from the other causes.To evaluate the quality of the map and its interpretation we must know the location of flight lines and the compilation process employed. It is also wise to avoid quantitative interpretation of small anomalies and limit oneself to a qualitative interpretation.
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  • 8
    Electronic Resource
    Electronic Resource
    Oxford, UK : Blackwell Publishing Ltd
    Geophysical prospecting 11 (1963), S. 0 
    ISSN: 1365-2478
    Source: Blackwell Publishing Journal Backfiles 1879-2005
    Topics: Geosciences , Physics
    Notes: Books reviewed in this article: Geomagnetismus und Aeronomie, Vol. II, Edited by Prof. Dr. G. Fanselau“Geomagnetic instruments and measuring methods” (Geomagnetische Instrumente und Meßmethoden) by Dr. H. Wiese, Dr. H. Schmidt, Dr. O. Lucre, Dr. Dr. F. Frölich Lehrbuch der Angewandten Geologie (Textbook for applied geology). Edited by Prof. Dr. A. Bentz Band I: Allgemeine Methoden, Kartierung, Petrographie, Paläontologie, Geophysik, Bodenkunde, written by well known authorities Continental Drift, edited by S. K. Runcorn
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  • 9
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    Oxford, UK : Blackwell Publishing Ltd
    Geophysical prospecting 11 (1963), S. 0 
    ISSN: 1365-2478
    Source: Blackwell Publishing Journal Backfiles 1879-2005
    Topics: Geosciences , Physics
    Notes: Condition nécessaire et suffisante pour qu'un sismogramme obtenu à la surface ?un milieu stratifé puisse être considéré comme résultant de l'ensemble des réflexions, directes et multiples, subies par une onde plane de compression se propageant normalement aux strates, supposés parfaitement élastiques. Modification minimale à faire subir à un sismogramme donné pour qu'il satisfasse à cette condition.Possibilité, quand cette condition est satisfaite, de déduire du sismogramme la loi de variation de la vitesse des ondes élastiques dans le milieu considéré.Exposé détaillé du processus pratique sur un exemple et quelques autres résultats de son application.
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  • 10
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    Oxford, UK : Blackwell Publishing Ltd
    Geophysical prospecting 11 (1963), S. 0 
    ISSN: 1365-2478
    Source: Blackwell Publishing Journal Backfiles 1879-2005
    Topics: Geosciences , Physics
    Notes: Based on simple scaling laws, a method is developed for the routine interpretation of magnetic anomalies arising from uniformly magnetised dykes. The method can be applied to any observed component of the field, i.e. the vertical, horizontal or the total field anomaly and it is applicable for any resultant direction of magnetisation of the dyke itself and for any strike direction. The necessary data for the interpretation are given in the form of curves covering a range from o up to 15 for the ratio of the thickness of the dyke to the depth to its top. It is also shown that, by integrating in a suitable manner the observed anomaly due to inclined bodies having a horizontal upper surface and enclosed by two pairs of parallel and inclined planes, a curve is obtained which corresponds to a dyke anomaly and which can be interpreted by the same technique.
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  • 11
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    Oxford, UK : Blackwell Publishing Ltd
    Geophysical prospecting 11 (1963), S. 0 
    ISSN: 1365-2478
    Source: Blackwell Publishing Journal Backfiles 1879-2005
    Topics: Geosciences , Physics
    Notes: In a recent paper, H. A. Winkler developed a suitable method for determining longdistance terrain corrections in gravity by interpolation. Such a technique implies that it is necessary to take into account the changes of the correction g not only with the location (X, Y) but also with the elevation Z of a station. Study of the function g(Z) shows that its curve, with amply sufficient accuracy, may be represented as a parabola. Moreover, the parabolas corresponding to different stations are all equal. From these properties a method has been derived which saves computing time and yields long-distance terrain corrections with convenient accuracy.
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  • 12
    Electronic Resource
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    Oxford, UK : Blackwell Publishing Ltd
    Geophysical prospecting 11 (1963), S. 0 
    ISSN: 1365-2478
    Source: Blackwell Publishing Journal Backfiles 1879-2005
    Topics: Geosciences , Physics
    Notes: Books reviewed in this article:V. Fritsch, Elektrische Messungen an räumlich ausgedehnten Leitem (besonders in der Angewandten Geophysik), (Electrical measurements on 3-dimensional extended conductors especially in applied geophysics)D. S. Parasnis, Principles of Applied GeophysicsN. A. Plotnikov, Ressources en eaux souterraines: Classification et Methodes ?Evaluation
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  • 13
    Electronic Resource
    Electronic Resource
    Oxford, UK : Blackwell Publishing Ltd
    Geophysical prospecting 11 (1963), S. 0 
    ISSN: 1365-2478
    Source: Blackwell Publishing Journal Backfiles 1879-2005
    Topics: Geosciences , Physics
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  • 14
    Electronic Resource
    Electronic Resource
    Oxford, UK : Blackwell Publishing Ltd
    Geophysical prospecting 11 (1963), S. 0 
    ISSN: 1365-2478
    Source: Blackwell Publishing Journal Backfiles 1879-2005
    Topics: Geosciences , Physics
    Notes: For a group of n geophones at a single station, a signal-to-noise improvement of √n can only be expected when the background noise, between the individual detectors in the group, is completely uncorrected. This paper gives results, from four different sites, for the variation of correlation coefficient with distance between the detectors. It is found that at these locations the geophone spacings required to reduce the correlation coefficient to zero varied from 30 to 300 feet.These results are in agreement with the predictions of the theoretical model of a two-dimensional isotropic noise field described by Hills and Faran (1952). This model provides estimates of the spacing required between geophones to reduce the correlation coefficient to zero, provided that the velocity of the noise is known and that its spectrum is of a simple form.Often it is impractical to reduce the correlation coefficient to zero because of the large spacing required between the geophones in the group. For this case a simple method is described in which the signal-to-noise improvement can be calculated given that the correlation coefficients between the geophones in the group are known. This procedure can easily be used in the field because the correlation coefficients can rapidly be computed from paper records by using Tomoda's method (Tomoda, 1956) which gives values of sufficient accuracy to be used for on-the-spot calculation.
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  • 15
    Electronic Resource
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    Oxford, UK : Blackwell Publishing Ltd
    Geophysical prospecting 11 (1963), S. 0 
    ISSN: 1365-2478
    Source: Blackwell Publishing Journal Backfiles 1879-2005
    Topics: Geosciences , Physics
    Notes: Modern marine gravimeters enable us to measure gravity at sea with a mean error of 2 to 5 mgals, depending on sea conditions and navigational accuracy.Good results could be obtained, even in rough seas, by means of Graf's ASKANIA Sea Gravimeter mounted on an ANSCHÜTZ gyrostabilized platform.When a DECCA Navigator System is used, the gravity measured at the points of intersection agrees within 5 mgals at wind-force Beaufort 4 and vertical accelerations of about 60.000 mgals.The southern North Sea has been surveyed with VFS “GAUSS”, the research vessel of the German Hydrographic Institute, Hamburg. Since 1959 about 4.000 miles of continuous gravity measurements combined with simultaneous magnetic measurements have been carried out in this area. Here nearly all remote-control gravimeter stations of the Netherlands Geodetic Commission were passed once or several times. Hence they could be used as basic points. However, there are a few cases in which the Dutch data could not be confirmed.The results are given as a free air isogam map covering the area between the meridian of Greenwich and 8° east, and between 54° and 56° latitude, with decreasing density of the measurements from east to west.
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  • 16
    Electronic Resource
    Electronic Resource
    Oxford, UK : Blackwell Publishing Ltd
    Geophysical prospecting 11 (1963), S. 0 
    ISSN: 1365-2478
    Source: Blackwell Publishing Journal Backfiles 1879-2005
    Topics: Geosciences , Physics
    Notes: A given gravity field is considered; it is assumed to be due to a homogeneous structure.The method of computation presented here makes it possible to determine one of the limits of such a structure (upper or lower), provided the other limit and the density contrast of the structure are known.Among the various applications of this method, location of the upper limit of buried palaeo-reliefs can be mentioned.The calculation is designed for electronic computers, and uses one of the properties of the downward continuation of the gravity field. The process is iterative and takes place at the corners of a regular grid.Modern computers can handle several thousand points at a time.
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  • 17
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    Oxford, UK : Blackwell Publishing Ltd
    Geophysical prospecting 11 (1963), S. 0 
    ISSN: 1365-2478
    Source: Blackwell Publishing Journal Backfiles 1879-2005
    Topics: Geosciences , Physics
    Notes: Books reviewed in this article:E. Hardtwig, Theorien zur mikroseismischen Bodenunruhe Physics and Chemistry of the Earth
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  • 18
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    Oxford, UK : Blackwell Publishing Ltd
    Geophysical prospecting 11 (1963), S. 0 
    ISSN: 1365-2478
    Source: Blackwell Publishing Journal Backfiles 1879-2005
    Topics: Geosciences , Physics
    Notes: Measurements have been made by the resonance method of the longitudinal bar velocities and the transverse velocities of 29 chemically pure limestones of varying porosity. The elastic anisotropy factors of the limestones were found to vary over a wide range. For the isotropic limestones, both the longitudinal and the transverse velocity decrease in general with increasing porosity, but this decrease is somewhat irregular. The irregularities in the velocity were found to correlate with the irregularities in the electrical resistivity of the samples when saturated with a standard salt solution, and with those in their tensile strength. This correlation indicates an influence on the velocity of the geometry of the pore space of the rock and of its counterpart: the geometry of the matrix. Indications have been obtained that a condition akin to weathering may be partly responsible for the irregularities in the velocities.Saturating the samples with water was found to result in a decrease of their velocities. An investigation of the available literature, combined with measurements made in our laboratory with a low frequency pulse method, indicate that water saturation results in a decrease of the velocity at low frequencies and in an increase of the velocity at high frequencies.Since other investigators have shown that the velocities of dry rock are hardly effected by the frequency, one must conclude that the velocities of water saturated rock do change appreciably with frequency.The values of Poisson's ratio were found to decrease with increasing porosity, but more so for the dry samples than for the water saturated samples. A possible explanation is that the cross-contraction and cross-dilatation is partly consumed in changing the diameters of the pores, thus reducing the effect on the outer diameter of the sample; this mechanism would be partly resisted by water filling the pores.
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  • 19
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    Oxford, UK : Blackwell Publishing Ltd
    Geophysical prospecting 11 (1963), S. 0 
    ISSN: 1365-2478
    Source: Blackwell Publishing Journal Backfiles 1879-2005
    Topics: Geosciences , Physics
    Notes: On étudie le principe de filtres séparateurs de vitesses apparentes ou filtres en éventail. L'opérateur de filtrage est déterminéà partir des caractéristiques spectrales bidimensionnelles (fréquence – nombre ?onde) de tels filtres.Les possibilités pratiques des filtres en éventail sont décrites en ce qui concerne l'amélioration du rapport signal/bruit. On évoque également les modifications éventuelles de la technique ?enregistrement sur le terrain qui pourraient être entraînées par l'utilisation systématique des filtres en éventail.
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  • 20
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    Oxford, UK : Blackwell Publishing Ltd
    Geophysical prospecting 11 (1963), S. 0 
    ISSN: 1365-2478
    Source: Blackwell Publishing Journal Backfiles 1879-2005
    Topics: Geosciences , Physics
    Notes: As a rule, deposits of phosphates contain radioactive elements. Studies made in the laboratory of samples from North America and north Africa had shown that this radioactivity is due to the presence of uranium, and occasionally of thorium, either in the form of vaandate or in a diffuse state. Surface measurements carried out with a portable scintillometer had enabled some deposits to be outlined, but radiometric prospecting was only a supplementary method at this stage. From the results of these surface studies, it could be considered that the relations emitted by phosphates were sufficiently intense to be detected from a certain altitude.Consequently, a scintillometer was installed aboard a helicopter, and experimental tests were carried out on the known deposit of Djebel Honk, Algeria. Three profiles, flown perpendicular to the existing layers at 45 metres, permitted us to ascertain the validity of the method, and to define the working standards. Despite the small width of these outcrops (30 metres at most), it was established that “helicopter radiometry” could be used for phosphate exploration.Fourteen thousand kilometres of profiles were flown in northern Algeria. Since the phosphate deposits known in this area are located at the contact of the Cretaceous and Eocene (Dano-Maestrichtian, Thanetian, Ypresian), a systematic coverage of these geological series was undertaken. It was then possible to draw up a rapid inventory of the series.Airborne radiometry, and helicopter radiometry in particular, now seems to be the most efficient, quickest, and least expensive method that can be applied to systematic phosphate exploration.
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  • 21
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    Oxford, UK : Blackwell Publishing Ltd
    Geophysical prospecting 11 (1963), S. 0 
    ISSN: 1365-2478
    Source: Blackwell Publishing Journal Backfiles 1879-2005
    Topics: Geosciences , Physics
    Notes: Une étude statistique par secteurs des coefficients de réflexion permet de préciser leur homogénéité et de donner des renseignements sur l'importance de la contribution des multiples et de l'atténuation due aux coefficients de transmission.Elle permet également de montrer que les multiples tendent à rendre normale la répartition des amplitudes des sismogrammes impulsionnels et que le filtrage par l'impulsion provoque le même phénomène sur les amplitudes des sismogrammes syntliétiques.
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  • 22
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    Oxford, UK : Blackwell Publishing Ltd
    Geophysical prospecting 11 (1963), S. 0 
    ISSN: 1365-2478
    Source: Blackwell Publishing Journal Backfiles 1879-2005
    Topics: Geosciences , Physics
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  • 23
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    Oxford, UK : Blackwell Publishing Ltd
    Geophysical prospecting 11 (1963), S. 0 
    ISSN: 1365-2478
    Source: Blackwell Publishing Journal Backfiles 1879-2005
    Topics: Geosciences , Physics
    Notes: Books reviewed in this article: Applied Geophysics U.S.S.R., Translator and editor: Nicholas RastJean Goguel, Tectonics, pages: viii
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  • 24
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    Oxford, UK : Blackwell Publishing Ltd
    Geophysical prospecting 11 (1963), S. 0 
    ISSN: 1365-2478
    Source: Blackwell Publishing Journal Backfiles 1879-2005
    Topics: Geosciences , Physics
    Notes: From data published in various journals, as for instance “Geophysics”, a lot of information can be gathered on the geophysical activity in the world. In this article the evolution of this activity is discussed, as far as it concerns the search for hydrocarbons.An interesting part of such a study consists of a comparison of the geophysical activity with the activity in drilling and the extent of the discovered reserves. In the USA in particular the amount of data available is sufficient to make a detailed analysis possible.
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  • 25
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    Oxford, UK : Blackwell Publishing Ltd
    Geophysical prospecting 11 (1963), S. 0 
    ISSN: 1365-2478
    Source: Blackwell Publishing Journal Backfiles 1879-2005
    Topics: Geosciences , Physics
    Notes: A method is found for programming the calculation of gravity and magnetic profiles across two-dimensional bodies of arbitrary cross-section for high-speed computers. It is based upon an idea applied recently by Worzel, Landisman and Talwani, of approximating the cross-section with an n-sided polygon. The gravity and magnetic formulae are functions of the coordinates of the vertices. A profile of each kind takes only a few seconds to compute, and the accuracy appears to be at least as good as that of graticules.
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  • 26
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    Oxford, UK : Blackwell Publishing Ltd
    Geophysical prospecting 11 (1963), S. 0 
    ISSN: 1365-2478
    Source: Blackwell Publishing Journal Backfiles 1879-2005
    Topics: Geosciences , Physics
    Notes: Richards (1961) and several others have shown that wide angle reflections may attain large amplitudes. This note extends the plane wave calculations of Richards to include the effect of the phase changes which occur at angles greater than critical. On seismic pulses this introduces a time lead of up to one half period and alters peak-to-peak amplitudes by up to 15-20 %.It is pointed out that the plane wave reflection coefficient is not applicable at angles very close to critical where the true reflection coefficient is reduced by a factor depending on (R/λ) ¼ In ultrasonic experiments this factor reduced the reflection coefficient by between ½ and ⅓.Neither does the plane wave coefficient apply at grazing incidence, when it has to be reduced by a factor depending on (R/λ)1-0.Graphs are given of the amplitudes of wide angle reflections and head waves for two cases and it is concluded that, except for shallow refractors and angles close to critical, the reflection is always significantly greater than the head wave.
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  • 27
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    Geophysical prospecting 11 (1963), S. 0 
    ISSN: 1365-2478
    Source: Blackwell Publishing Journal Backfiles 1879-2005
    Topics: Geosciences , Physics
    Notes: Sedimentary rocks deformed by tectonic forces, especially sandstones, show anisotropy in their elastic behaviour. The velocity of longitudinal ultrasonic pulses in them varies with direction. In three directions perpendicular to each other, velocities are extreme. These directions are parallel to the tectonic axes.In such rocks grains are arranged according to their shape. This special orientation developed during the tectonic deformation, which can also be recognized by deformed fossils.A close relation exists between the anisotropy and the arrangement of the grains. A model of the sediment with grains arranged in a similar manner as in natural sandstones is tested mathematically for its elastic behaviour. Anisotropy similar to that of natural sandstones is exhibited by this model.
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  • 28
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    Geophysical prospecting 11 (1963), S. 0 
    ISSN: 1365-2478
    Source: Blackwell Publishing Journal Backfiles 1879-2005
    Topics: Geosciences , Physics
    Notes: One of the main tasks of geoelectrical techniques in their application to hydrogeological objects is the detection of aquifers with fresh water and the delimitation of such aquifers from impermeable or salt-water-bearing beds. In practice it frequently occurs that intercalated clay horizons divide an aquifer into several “storeys” of various thicknesses.The present paper deals with an aquifer consisting of two storeys (sand and gravel), above a substratum of good electrical conductivity (clay, salt water). By means of a set of 72 computed master curves, the possibilities of interpretation of geo-electrical measurements above such a substratum are examined with respect to the specific resistivities of the overburden and the intercalated clay horizon. Different thicknesses of the two groundwater storeys are considered. The result gives an idea of the extent to which geoelectrical measurements may help to elucidate hydrogeological conditions; it also provides the geophysicist with practical hints for the performance and the interpretation of such measurements.
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  • 29
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    Geophysical prospecting 11 (1963), S. 0 
    ISSN: 1365-2478
    Source: Blackwell Publishing Journal Backfiles 1879-2005
    Topics: Geosciences , Physics
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  • 30
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    Geophysical prospecting 11 (1963), S. 0 
    ISSN: 1365-2478
    Source: Blackwell Publishing Journal Backfiles 1879-2005
    Topics: Geosciences , Physics
    Notes: Two methods applicable to computers are described which are designed to evaluate the vertical, horizontal and total intensity magnetic anomalies due to finite three-dimensional bodies of uniform polarisation contrast. The direction of polarisation need not be co-linear with the Earth's field, thus allowing for a remanent component; and the calculation may be performed for a given model for several different directions of polarisation concurrently. The first programme depends on the transformation from a volume integral to a surface integral and the approximate representation of the surface by a series of plane polygonal faces. The second programme is based on an extension of Vacquier's graphical method.
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  • 31
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    Ground water 1 (1963), S. 0 
    ISSN: 1745-6584
    Source: Blackwell Publishing Journal Backfiles 1879-2005
    Topics: Energy, Environment Protection, Nuclear Power Engineering , Geosciences
    Notes: In this paper geophysical techniques, as used in ground-water exploration are subdivided into “bore-hole” and “surface” methods. The former include the commonly used electrical and gamma-ray logging and the less commonly used hole calipering and current meter logging. Also included with this classification, but important enough to be considered separately, is the field of water-level measurements. The surface techniques discussed include electrical resistivity and refraction seismograph exploration.Because of the type of data which they yield the surface methods are most economical where much area is to be explored and large quantities of water are needed. These factors limit the use of the techniques by small water well contractors in domestic water well work. These same contractors, on the other hand, can gain real economic advantages, in many cases, by use of one or more of the bore-hole methods.Geophysical methods properly used can do much to guide the water well contractor. It is extremely important, however, that their use be carefully directed because in the past, where geophysical methods have failed, it has often been due to the incorrect application of the technique, rather than a failure of the technique.
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  • 32
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    Ground water 1 (1963), S. 0 
    ISSN: 1745-6584
    Source: Blackwell Publishing Journal Backfiles 1879-2005
    Topics: Energy, Environment Protection, Nuclear Power Engineering , Geosciences
    Notes: The upper 350 to 400 feet of rocks underlying Lake County, Indiana, form a single but complex hydrologic system. The rock units composing this system consist (in ascending order) of dolomite, clay till (unit 4), glaciofluvial sand (unit 3), clay till (unit 2), and lacustrine sand, silt, and clay (unit 1). The dolomite and unit 3 form the principal aquifers and the clay tills, units 4 and 2, the confining layers.The geohydrology of the confining layers controls to a large extent the rate at which the aquifers are recharged from local precipitation and, thereby, their potential yield. Unit 4, the dolomite's confining layer, has an estimated average vertical permeability of about 0.003 gpd (gallon per day) per square foot. Under present conditions of head difference, the rate of recharge to the dolomite through unit 4 is estimated to average 20,000 gpd per square mile. Unit 2, the confining layer for unit 3, has an average estimated vertical permeability of about 0.007 gpd per square foot. Under present conditions of head difference the recharge through unit 3's confining layer is estimated to average about 100,000 gpd per square mile. However, these rates of recharge can be expected to increase as the head difference across each confining layer increases with extensive development of the aquifer.
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    Notes: Saline waters usually are more corrosive to metals than ordinary fresh waters. To predict whether saline ground water will be corrosive to steel, it is necessary to understand the effect of such factors as: (1) the salt content, (2) the dissolved gases, (3) the pH, (4) the temperature, and (5) the tendency to form mineral scale. If the water contains several thousand parts per million of sodium and other chlorides, it is likely to attack many metals, particularly steel and low-alloy steels. Stainless steels, copper alloys, aluminum alloys, and some nickel-base alloys also may be attacked, depending on conditions.Of the dissolved gases, oxygen is most important. The higher the oxygen content the more corrosive the saline water, particularly to steel. On the other hand, high-oxygen content tends to promote passivation of aluminum and stainless steels. If the saline water is acid (with a pH well below 5), direct attack of the metal accompanied by hydrogen evolution may be expected. Under these conditions, the rate of attack often is very rapid and oxygen is not needed for the corrosion reaction.As the temperature is increased, the corrosion rate usually is accelerated. However, if one considers a saline water at atmospheric pressure, an increase in temperature will reduce the oxygen solubility. It has been observed that high-temperature brines from anaerobic wells usually do not corrode steel. Also metastable waters, containing calcium and magnesium salts, may form mineral scale upon being heated. This scale, if it forms a tight coating, slows down or stops corrosion. Galvanic couples in equipment such as valves, pumps, screens, and well fittings in general, often are a serious corrosion problem in practice.It is recommended that pilot corrosion studies be made of candidate designs in a specific ground water at the pressure and temperature which exists in service. Many saline waters, particularly those containing oxygen, are found corrosive to common metals. Some of the factors which influence corrosion are described.
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    Topics: Energy, Environment Protection, Nuclear Power Engineering , Geosciences
    Notes: The Carrizo sand aquifer of Eocene age furnishes water to wells in a belt extending from the Rio Grande in South Texas northeastward to Louisiana, a distance of 500 miles. It is one of the most important water-bearing formations in Texas, and has a large potential for additional development of ground water.
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    Notes: Lakes and ponds are “stored” waters or a water bank “principal,” the interest being the diffused surface waters, underground waters, and natural streams or water courses depositing in the “storage.” The natural use of “surface water” or waters able to be seen, has been for the most part the major concern of water bankers, but the time has come to put the “vault storage” into circulation and make it a part of the “money flow.”Ground water can be removed for use in amounts depending in part on the quantity of water in the underground storage reservoir. A ground-water reservoir must be “drawn down” to cause its greatest efficiency. The rate of depletion of the various natural resources makes it mandatory that we use our “water bank account capital” where such use can provide benefits to mankind not otherwise available, where such “capital” depletion is over a sufficiently long period to allow adjustment prior to complete depletion, and where the cost of capital for such use can be amortized over an acceptable period of time.
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    Topics: Energy, Environment Protection, Nuclear Power Engineering , Geosciences
    Notes: During recent years an ever-increasing number of oil operators in West Texas have been faced with the problem of securing relatively large amounts of water to stimulate additional oil production from the region's waning oil reservoirs. Such operations are termed secondary recovery, or in particular, water flooding, which consists of forcing and stripping oil from the voids of the oil reservoirs by the injection of water through retired oil wells. As previously mentioned, this process requires relatively large amounts of water of a quality compatible with the oilfield equipment and the oil reservoir.From 1949 through 1959, in a 30-county West Texas area, secondary oil recovery operations have increased from 14 to 223 projects. As of January 1960, in the Southern High Plains from Hockley and Cochran Counties, southward through Midland and Ector Counties, there were 96 source wells producing about 12,000 acre-feet of water annually for water-flooding operations.
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    Notes: This study was undertaken to determine the effect of recharging warm air conditioning and storm waters on ground-water temperatures in the West Lafayette, Indiana area and to establish the direction of flow of the recharged water out of the recharge pit.During 1961–62 Purdue University has discharged approximately 4.0 MGD (million gallons per day) of water at an abandoned gravel pit south of the campus. This water had a temperature averaging 77° F and a phosphate content of about 4 ppm. In order to obtain the proposed objective, weekly temperature measurements were taken at selected points throughout the area involved in the study. Water samples were collected at some of these locations every two weeks. The samples were analyzed for phosphate content. The research program extended over a period of twelve months.The results obtained indicated that the influence of ground-water recharge on ground-water temperatures appeared to be localized to a small area surrounding the pit. No evidence was found to indicate that recharge at the pit was causing any increases of ground-water temperatures for more than about 1,000 feet from the pit.Although the results of phosphate testing were not conclusive, they seemed to be in close agreement with the temperature measurements in indicating the direction and velocity of ground-water flow. The direction of flow of the recharged water was found to be south toward the Wabash River, but could only be established for a short distance (approximately 1,000 feet). Ground-water velocity was calculated to be about 1.7 feet per day using ground-water temperatures as the tracer, and 2.3 feet per day when phosphate concentration was the tracer used.
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    Notes: There is a vital need for hydrologic data representing various environments that are free from the effects of man's activities. Without such data hydrologists will be stymied in distinguishing hydrologic changes caused by man from those caused by climate. To provide this background information, the U. S. Geological Survey is planning a nationwide hydrologic bench-mark program in which runoff, transport of sediment, precipitation, changes in vegetation, fluctuations in ground water, and other hydrologic events will be studied in locales unaffected by the works of man. The knowledge gained in operating these bench marks will be invaluable in statistical appraisals of hydrologic data wherein a part of the record is affected by man's activities.
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    Notes: The power auger is a useful tool in the fields of ground-water geology and hydrology. The Ohio Division of Water has had excellent success in utilizing this type of equipment during the past seven years. Augering is an economical and effective method of drilling test holes in unconsolidated deposits provided the tool is used within its limitations and where it works best. The augering method is particularly useful to the ground-water investigator exploring sand and gravel aquifers or buried bedrock valleys, installing drive points, and making seismic refraction surveys.
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    Notes: The lowering of ground-water levels by pumping from Horizontal or vertical wells near a surface stream may cause water to move from the stream into the water-bearing materials by the process known as induced infiltration. In such cases, the natural deposits of sand and gravel serve as large natural filter beds effectively removing or reducing turbidity, organic matter and pathogenic bacteria. This paper discusses the general processes by which such removal is accomplished as well as the significance of certain changes in chemical characteristics of the water as it passes from a surface source to an underground point of collection. By a better understanding of the processes involved, the bacteriological and chemical quantities of infiltrated water supplies can be improved.
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    Notes: Profitable production of sodium sulphate from natural brine occurs only in California and Texas. Although the Ozark-Mahoning Company developed sodium sulphate production from natural brine in the Monahans, Texas, area during the early 1930's, Pleistocene deposits in the “Rich Lake” and Brownfield depression areas of Terry County have recently been developed. The unusual geology of these deposits and production methods utilized are briefly described.
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    Notes: “Fortunately, this nation is well endowed with water. We get enough precipitation every year to cover the whole country with water 30 inches deep.”
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    Notes: The influence of individual factors such as geologic and hydrologic characteristics of environment, biologic activity in soil, and pollutants on ground-water composition is discussed. Aspects of chemical equilibria in ground water, sorption reactions, carbonate equilibria, chemistry of iron, and factors altering equilibria are presented.
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    Notes: Investigations of the fluctuations of chloride content in wells that tap the zone of diffusion between fresh and salt water show that the salty well water behaves erratically when the well is pumped. Frequently, a static distribution of chloride content that ranges from less than 1,000 ppm at the top to more than 10,000 ppm at the bottom is present in the open-hole part of a well. When the well is pumped, the discharge water tends to come from the upper part of the open hole because less energy is expended by removal of low-density water from this region than by removal of high-density water from the lower part of the open hole. Where the permeability of strata in the deep part of the open hole is greater than that in the shallow part, the tendency for natural selection of the less dense, shallow water is suppressed, and practically all the water in the blend comes from the deep part.As a result of this complex interrelation of hydraulics, distribution and density of the salt water, and permeability, the depth at which the pumped water enters the well bore is indeterminate. This deficiency leads to the use of multiple-depth-bottle, windshield-wiper, and electrical-conductivity sampling techniques for collection of data used in constructing maps and cross sections that show the areal-depth relations of salt water in the Biscayne aquifer of the Miami area, Florida.
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    Notes: In this paper, some examples of original Russian work in the development of the theory of ground-water flow are given. Their practical usefulness is analyzed. Comparisons with some of the more refined Western methods are made. Typical examples include seepage under hydraulic structures and well flow in leaky aquifers.
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    Notes: The paper describes the main water-well drilling systems used in the United Kingdom, with some details of the tools used and the principles of operation.Limitations as regards diameter and depth for various systems and their suitability for drilling different strata are discussed. The materials customarily employed for lining wells and for making sand screens are mentioned. The usual method of measuring the deflexion from the vertical is outlined.Methods of developing or improving the yields of wells, and inspections by television cameras are described.
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    Notes: The construction features of large diameter wells drilled mostly on Long Island, measuring 24 to 42 inches in diameter, and ranging from 100 to 1,000 feet deep with capacities up to 3,000 gpm are described.
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    Notes: Southern Florida is known for its abundant but seasonal rainfall, and its large quantities of ground water; however, parts of its principal aquifers contain water of inferior quality. Coastal aquifers that yield fresh water for municipal supplies, industry, and irrigation, are subject to sea-water encroachment as water use increases. In inland locations, parts of these aquifers contain salty remnants from ancient inundating seas. The highly productive artesian Floridan aquifer contains saline water throughout southern Florida. The rapid development of south Florida will eventually require greater use of saline water resources.In the Naples area of southwestern Florida large quantities of moderately saline water in an inland area can be developed by shallow wells or can be drained westward to replenish the aquifer in the coastal area. Accelerated flushing caused by increased drainage and water use should gradually improve the quality of the water in the aquifer in the inland area.Irrigational and industrial use of water from the Floridan aquifer are increasing in areas where the mineralization is not critical. In the future it may be used to maintain water levels in parts of the Everglades National Park during periods of prolonged drought, to sustain the ecology, and to control fires. In coastal Miami it may prove feasible to inject artesian water into the shallow Biscayne aquifer to cut off the tongue of encroaching sea water. Development of artesian water poses the problem of possible contamination of shallow aquifers by leakage through corroded well casings or into uncased zones.
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    Notes: Industry uses water for two basic purposes; for cooling and for process. The volume used for cooling is far greater than that used for process and on that basis, water for cooling is the most important use of this resource by industry. Generally, the water used for cooling or process purposes ranges in character from fresh to brackish; that is, waters having a sodium chloride concentration ranging from a few ppm to less than 3000 ppm. Above a concentration of 3000 ppm, the water is generally classified as salt or saline and it is this water and its potential use by industry which is discussed in this paper.
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    Notes: The technical and administrative aspects of radioactive waste management in the light of existing experience and knowledge is discussed. This discussion is related to possible future requirements for the adequate engineering, public health and administrative control of radioactive effluents from various nuclear energy activities.The variety of radioactive wastes are categorized in a general way on the basis of their hazard potential to emphasize that the problem of radioactive waste management has numerous facets and is not amenable to a single, universal solution. The role of specific environments in waste disposal practices is summarized and the basic approaches (“dilute and disperse” and “concentrate and contain”) to effluent control are defined. Distinction is made between basic radiation protection standards or guides, and operating or performance criteria that must be established in connection with effluent control operations in order to assure the protection of public health and safety.Examples of radioactive waste disposal practice and experience in the United States for different types of wastes are described and tentative conclusions are drawn regarding the capabilities and limitations of these practices.The scope and objectives of the research and development program in this field are summarized. The status of work in major waste disposal development projects is noted.Development of guides and criteria and their application in establishment of health and safety regulations and other pertinent administrative procedures is discussed. The utilization, to the maximum practicable extent, of existing laws and administrative procedures in existing agencies at various levels of government is suggested as being advantageous from an administrative and public relations standpoint.Economic factors related to handling and disposal of radioactive wastes are noted, including relation of nuclear plant location to disposal requirements. It is pointed out that, although total costs for treatment and disposal are substantial, the cost per unit of electrical energy produced is a rather small percentage of the total cost per unit of energy.
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    Notes: The television camera has become a tool of the ground-water geologist, enabling him to examine visually the inside of a well deep below the land surface. Using the camera, the rocks can be viewed in place. Of great importance to the ground-water studies in coastal Georgia, the camera enables the geologist to see the important water-bearing zones in a limestone aquifer, and to recognize cracks and solution cavities, the changes in geologic formations, and the irregularities in the well bore that indicate the relative hardness of the rocks. The engineer, well driller, and water developer can examine a well when “trouble shooting” to see whether the casing is broken, whether screens are eroded, or whether the well contains obstructions.
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    Notes: Saline waters range in amount of dissolved solids from 1,000 parts per million (ppm) to several times that of sea water. Although a large number of elements are found in saline water, usually the salinity is due to high concentrations of sodium, calcium, or magnesium in combination with chloride, sulfate, or bicarbonate. At the higher salinities, the chances increase that the water will be of the sodium chloride type. Occasionally, water will be found with a very different composition. Warm waters and highly saline waters may change in composition and salinity on exposure to air, cooling, or reduction in pressure.Saline ground waters are frequently mixtures of very saline water with fresh water. If the composition of the original saline and fresh waters are known, the proportion of each in the mixture can be calculated.
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    Notes: Techniques in use of well-point equipment for dewatering operations in Australia are described. Construction features of equipment used successfully in drying-out trenches for pipelaying, excavation for underground structures, and dewatering base area for low-level pumping stations are discussed. Typical layouts of well-point equipment and typical pumping equipment features are given. Case histories of recent use of well-point equipment are presented.
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    Notes: Vast quantities of saline ground water await new commercial uses and economical demineralization processes for recognition as a valuable resource.Saline ground water is more widely distributed than any other natural resource, occurring throughout the United States and in geologic formations ranging from the oldest to the youngest.The Coastal Plain has the greatest reserve of fresh water in the country, but at depths ranging from a few feet to about 3,500 feet most of the fresh-water aquifers also contain large quantities of brackish water. Paleozoic formations in the east-central United States have long been producers of saline water as commercial brines and in association with oil and gas. The volume of saline ground water perhaps exceeds the fresh ground-water supply in the Great Plains Region. The greater part of the Western Mountain Region is generally deficient in fresh ground water; however, saline water is present in highly permeable deposits in numerous closed basins and along saline streams. In each of these major ground-water regions small to very large amounts of saline water can be pumped from wells ranging from a few tens of feet to several thousand feet in depth.Knowledge of saline water distribution is general and inadequate, having been attained as a by-product of investigations of fresh-water supplies. This knowledge should be expanded as technological advances in demineralization processes enhance the importance of saline water for potential supply in numerous water-deficient areas.
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    Notes: Local government in Michigan, and perhaps in other states, must try to bring the best thinking there is concerning solutions to health problems which are within their legally designated area of responsibility. One such local health department activity in Michigan is the construction and operation of private individual water well systems. Monroe County, which is just beginning to feel the effects of the suburban spillover from Detroit, Michigan, and Toledo, Ohio, recognized, in 1961, the need for regulation of such water well systems. The subsequent development of a Code, and its enforcement have made us realize that we are just beginning to fully understand a subject which is much broader in scope from a public health standpoint than just construction details and bacterial tests.
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    Notes: Hydrology is the science underlying the development and control of water resources of the earth. In the past, hydrologists have been trained initially in civil engineering, geology, meteorology or related fields, and have acquired knowledge of the complex hydrologic interrelationships by experience. Nowhere has it been possible for a student to obtain a coherent and complete training centered on the subject of water. The water specialist must learn to appraise the physical features of the earth and the role of various natural laws and scientific principles as they bear upon the occurrence, movement, and work of water in the hydrologic cycle of the earth and its atmosphere.The hydrologist not only works with water, but with people and their social, economic, and political problems. These problems are closely linked with water resources; man's failure to achieve a realistic integration of those factors has made water problems the greatest challenge on earth today.At the University of Arizona the new program includes undergraduate and graduate curricula leading to degrees in hydrology. The curriculum includes basic courses in hydromechanics, mathematics, physics, chemistry, botany, geology, meteorology, and economics.The total impact of this new trend in hydrologic education will become evident in better solutions of water problems in many parts of the world.
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    Notes: Water-level measurements made during the early seconds and minutes of aquifer tests may often be used to determine the hydraulic properties of an aquifer and to locate hydrogeologic boundaries. This paper describes a method, using a modified stylus carriage and pen and a stop watch, of recording microtime water-level measurements in a well equipped with a recording gage. Ordinary and micro-time records of water-level fluctuations are simultaneously obtained. Microtime water-level measurements often aid in appraising the effects of slow gravity drainage under water-table conditions and anisotropic and heterogeneous conditions.
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    Notes: The Hydrogeologic Programme of the Geological Survey of Canada includes: 1) Research into the science of hydrogeology which requires water balance studies of selected “Type Basins.” 2) The production of Water Probability Maps to indicate the location of ground-water resources. 3) Studies to improve various techniques for ground-water development. Ground-water investigations are also carried out by various Provincial organizations.
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    Notes: Details concerning the drilling and successful completion of a deep waste disposal well at Newport, Indiana are described. The well is 6160 feet deep and penetrates about 900 feet into the Mt. Simon Sandstone which is the reservoir for disposal of inorganic waste. Under natural conditions, the Mt. Simon is saturated with essentially stagnant brine. The Eau Claire Formation overlying the Mt. Simon has a near zero permeability, thus, preventing upward migration of waste. To date, millions of gallons of waste effluent have been pumped into the well at an average injection rate of approximately 70 gallons per minute.
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    Notes: Current water use is approximately 300 bgd. By 1980 it will be around 600 bgd. This apparent increase of 300 bgd may be met by recovery of used water or development of additional resources. In either case, the ground-water aquifers will play an important role.Although ground water was the source of only 20 percent of the water used in 1960, it provided domestic water supplies to nearly 90,000,000 people. Where available, the use of ground water may be advantageous because the minimum in treatment is required, long pipe lines are unnecessary, its temperature and other characteristics are uniform and the supply is dependable.In order to develop and utilize both existing and potential ground-water resources it is recommended that surveys be made to locate water-bearing formations and to determine their dependable yield, that investigations leading to artificial recharge of aquifers be made, that the problems of utilization of flow through soils for treatment of water be studied, and that the various state agencies concerned with conservation and pollution of water be provided with both legislative authority and the personnel necessary to protect ground-water supplies.
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    Notes: The intent of this paper is to discuss the need for laws and regulations governing construction of wells for private water supplies. This will include: (1) why laws and regulations are necessary, (2) need for registration and licensing of drillers and pump installers, (3) how laws and regulations affect uniformity of construction and the desirability of such uniformity, (4) how they encourage the manufacture of new materials and group organization, (5) what a law and code should contain, (6) need of judgment in administering laws and the regulations adopted pursuant thereto, and (7) the difficulties in enforcing laws and regulations including budgetary reasons. The material presented is drawn from Wisconsin's 26 years of private water supply administration and in part from personal experience. Hence, all statements and conclusions made do not necessarily represent the thinking, views or practice of the author's employer.
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    Notes: It is the State's responsibility to see that its ground-water resources are developed with as little “red tape” as possible.The well driller's responsibility is to his customers.Both State ground-water agencies and water well drillers can carry out their responsibilities best by working together. Such cooperation can eliminate unnecessary drilling regulations and result in better wells through exchange of information.In many instances, overdevelopment or contamination of an aquifer could have been avoided if drillers and States had worked together, rather than in opposite directions.
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    Notes: The practice of placing gravel by the hydraulic method of pumping gravel into the well bore or underreamed section of the hole and into the annular space around the screen sections and blank liner is discussed.
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    Notes: In an attempt at partially counteracting the serious depletion of ground-water resources at Peoria, Illinois, a method for artificial replenishment has been developed by the Illinois State Water Survey and used in two well fields. Water taken from the Illinois River is chlorinated and infiltrated into the ground-water aquifers by means of recharge pits.Potential pollutants of physical, chemical, bacterial, and radioactive nature are present in the river at all times in varying degrees. Possible pollution of the ground water is patently inherent to the artificial recharge process.Eight years of operating experience have proven the pit method of recharge to be effective in the Peoria area. Substantial quantities of water are recharged annually and existing standards for quality have been met. The results serve to point out problems which are encountered; to emphasize the need for control measures; and to establish trends and effects which may become important in the future.
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    Notes: The City of Fort Lauderdale's Prospect well field, near the coast in southeastern Florida, is developed in the highly permeable Biscayne aquifer. Major drainage canals which transect the well-field area are hydraulically connected with the aquifer. Although the canals were designed primarily to drain ground water from storage during wet periods, they serve also to convey water eastward from large inland conservation areas during dry periods, to replenish the aquifer in coastal areas, and to retard salt-water encroachment.An aquifer analog plotter and model were used to predict changes in ground-water levels in the Prospect well-field area caused by changes in the regulation of the canals. Analysis of the model showed that if water stages in the canals were controlled at locations downstream from existing control structures, the area of recharge from the canals to the well field would be increased and a rise in ground-water levels would result. The increase in ground-water storage would permit larger withdrawals from existing facilities and would offer additional protection from salt-water encroachment.
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    Notes: The paper deals with sedimentary structures in shallow-water Precambrian deposits of Lower Torridonian age in the island of Skye in northwestern Scotland. The structures described include irregular lamination, ripple bedding, festoon bedding and structures produced by local erosion and reworking. Evidence of penecontemporaneous disturbance thought to be due to the movements of quicksands is briefly referred to. Variations in lithology and structure within the succession are attributed to local differences in conditions within a possible environment of sedimentation in an intertidal zone with off-shore sandbanks.
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    Notes: Salt marsh deposits are developed along many tidal flat areas, lagoons, bays, etc. They are characterized by small thickness, special sedimentary structures, high organic content, growth of phanerogamous halophytes, and often by scarcity or absence of microfauna. A graphical representation of a section at Ameland (The Netherlands) is given, as well as radiographs of a sandy (Ameland) and a clayey (California) marsh sample. Little structural difference exists between the two.
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    Notes: A staining technique is described which detects variations in ferrous iron content within calcite and dolomite, whilst simultaneously differentiating the dolomite from the calcite. The application of this technique to a study of dedolomitisation is pre- sented.Ferroan dolomite, in certain pyrite bearing limestones of the southern Jura, is shown to have been dedolomitised, that is replaced by calcite, while at the same time the pyrite content of the rock was oxidised to haematite. One of the oxidation products of the pyrite is considered to have caused the dedolomitisation.
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    Notes: Sand and clay porosities of foreshore, tidal flat, and shallow sea sediments from the southern North Sea were determined. No definite relationship could be observed between porosity, condensation ratio, and depositional environment.Porosity increases with increasing clay content. The clay porosity probably depends to some degree on the rate of sedimentation. The porosity of experimentally deposited sands increases with decreasing grain size. The same relation can be observed with fossil sandstones. In Recent sands, this increase may be compensated by a closer packing arrangement of the finer grains, expressed by a higher condensation ratio〈displayedItem type="mathematics" xml:id="mu1" numbered="no"〉〈mediaResource alt="image" href="urn:x-wiley:00370746:SED294:SED_294_mu1"/〉(P= natural porosity, Pw and Pd are the porosities of the loosest and closest arrangements under water, respectively).Under certain conditions, the sand(stone) porosity decreases continuously with increasing depth (Fig. 7).
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    Notes: Monoclinic K-feldspar, analcime, searlesite and phillipsite of diagenetic origin are present in samples of clay and tuff from U. S. Geological Survey cores of Pleistocene and Recent sediments of Searles Lake, California. Authigenic K-feldspar was identified in 37 of the 72 samples studied; analcime was identified in 21, searlesite in 8, and phillipsite in 3. Most of the K-feldspar, analcime, and searlesite occur in non-tuffaceous claystones, which form about 46% of the 875-ft. thickness of sediments that was cored. Phillipsite was found only in three rhyolitic tuff laminae within the upper 110 ft. of beds. Most of the K-feldspar and analcime crystals are less than 2 μ in diameter, and maximum diameters are 0.10 mm for K-feldspar and 0.02 mm for analcime. Phillipsite occurs as lath-shaped crystals 0.01–0.02 mm long, and searlesite principally forms spherulites 0.02–0.2 mm in diameter.Microcline, orthoclase, albite, andesine, and quartz predominate in the sand and silt fraction of the clays; illite, montmorillonite, chlorite, and kaolinite predominate in the detrital clay fraction. Grains of quartz and andesine are extensively etched at various levels below a depth of 220 ft., and only skeletal crystals of andesine remain in some clays. Volcanic glass has been completely dissolved or replaced by authigenic silicate minerals in the few tuffs. Distribution of clay minerals in the core suggests that montmorillonite and chlorite have been destroyed in many of the clays.Alkaline brine saturates the surface and subsurface sediments, and the high activity ratio of alkali ions to hydrogen ions in this brine probably accounts for the widespread formation of K-feldspar, zeolites, and searlesite. Na, K, and B for the authigenic silicates were probably supplied by the brine and by saline minerals in contact with the brine. Montmorillonite may have provided additional K. Solution of glass provided the Si and Al required to form authigenic silicate minerals in the tuffs, and solution of quartz, plagioclase, and montmorillonite most likely supplied the Si and Al for authigenic silicates in the clays.
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    Notes: On the southwest coast of Florida a shoreline reentrant t Cape Roma D forms Greater Gullivan Bay. Evidence is available which suggests that the reentrant may be structurally controlled. The bay lies between the Cape Romano shoals to the north and the irregular, low energy, mangrove ridge shorelinz of the Ten Thousand Islands to the southeast.Two main currents affect the area. One, the longshore current from the north, enters the bay through the shoals, whereas the other, a tidal current, enters from the south, proceeds through the mangrove island archipelago and sweeps down the bay and back out to the open Gulf.Regionally the sediment becomes coarser seaward, a reflection of the fine material of the mangrove island shoreline and of the coarse shell material on the shelf beyond the shoals. In specific parts of the area such as the bay, shoals, islands and shelf, size of the detritus is relatively constant. The mean grain size of the carbonate, however, is variable. Sorting of the bottom sediment is best over the shoals and in the bay indica- ting the location of the most effective currents.Per cent carbonate is lower in the bay sediments than in any other part of the region. A similar situation exists for the organic matter. The average per cent of organic matter in the sediments is about the same as that 011 the shelf.In the lee of the shoals, at the head of the bay and in the bays of the lagoonal chain current activity is low, and a mixed sediment of quartz sand, not whole shells, silt and clay appears to be accumulating. The lower bay, because of the turbulent ebbing of the tidal current, is, in general, receiving only quartz sand. Furthermore, the shoals appear to be moving shoreward.
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    Notes: In a vast region in Scandinavia, a monotonous and extremely slow deposition of anaerobic mud persisted through the Late Cambrian. After a long time with no or very little sedimentation, deposition was recommenced in the Early Ordovician at an equally slow rate, but with calciumcarbonate as the main component. pH at the bottom was so low that the deposition of the carbonate in the long run only just outweighed the solution, which occurred frequently and sometimes during long periods. By oscil- lating solution and precipitation in the pores, lime mud could set into limestone on the sea-bed. By more definite phases of solution, most of the limestone could be reduced to a marl bed with remains of undissolved limestone. Single limestone beds formed over such marl were apt to glide and deform into anticlines, which rose from the sea- bottom to heights up to 20 cm. These folds were rarely destroyed mechanically, which speaks for a tranquil bottom environment. Their crests were, however, cheinically corroded in the same way as discontinuity surfaces, which were also formed at many intervals. The processes by which the discontinuity surfaces were formed never affected a fold mechanically. The corrosion of the fold crests and of the discontinuity surfaces took place on the bottom of the sea, at safe distance from the surface. The corrosion was most frequently associated with the formation, and maintenance, of a glauconite skin. The abundance of preserved fold structures indicates that the region was relatively deep under the sea for most of the Early Ordovician. Later on, already in the middle-Late Arenigian, the sea may have become shallower. The findings are extrapolated, with some probable interpretations and new observations, to include a hypothetical explanation for the passage from black shale to limestone facies.
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    Notes: Sediments cored to a depth of about 1 m in Bay St. George, Newfoundland, were examined for grain-size distribution and minerals. The sediments are light brown silty clays, the principal minerals of which are chlorite and muscovite mica. The scarce sand consists of fresh detrital grains of blue-green amphibole, biotite, epidote, zoisite, magnetite, garnet, hypersthene, apatite, chlorite, and scarce zircon. Quartz, plagioclase feldspar, and muscovite are abundant. These minerals are all present in the rocks of the adjacent land areas and have been deposited in the sediments with little alteration or change due to weathering. The clay minerals of the sediments are predominantly muscovite and chlorite with a slight admixture of vermiculite and montmorillonite. There is very little mixed-layering of these minerals. Montmorillonite may be due to diagenetic changes after deposition of these clays in the marine environment of the bay.
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    Notes: Sandstone-filled channels occur widely in the Upper Carboniferous (Westphalian) rocks of South Wales. Subsurface and outcrop studies of channels and associated structures in three formations within the Westphalian sequence reveal significant regional variations in orientation, transverse profile, geometry and lithology of fill. The pattern of channel-orientation in each formation is consistent with the system of palaeocurrents derived from independent studies of cross-bedding and indicates that in the lowest Westphalian (Basal Coal Measures) derivation was principally from the north and east, with intermittent supply from the south, whereas in the Upper Westphalian material was derived mainly from the south and east but with substantial contributions from the north.Formation of the channels is ascribed to fluvial erosion and filling. The mutually consistent regional variations in channel-parameters are compared with the conspic- uous changes in lithofacies and interpreted as indicating diRerences in Auviohydraulic locale within the original basin of sedimentation.
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    Notes: A mechanical analog has been designed, constructed, and operated to produce a variety of ripple marks. Ripple-mark maintenance has been studied in a wave tank, in an experimental flume, on tidal flats, and on dune fields.
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    Notes: Nineteen shales from the continental Belly River Formation and sixteen shales from the marine Wapiabi Formation were studied by X-ray diffraction and fluorescence methods. The diffraction data indicate that dolomite and Mite are present in signifi- cant amounts only in the Wapiabi. Feldspar and 12 Å and 14 Å clays are more abundant in the continental shales. The marine shales are enriched in K, Ca, Rb and Zr. The continental shales are higher than marine shales in Sr and Mn. The Rb/K is higher in the marine shales, the Sr/Ca is lower than in the continental shales.
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    Notes: A descriptive classification of cross-stratified units is proposed based on six objective criteria, and diagnoses are given for fifteen distinct kinds of cross-stratified unit recognised with their aid. The origin of each kind is discussed in the light of existing observational, experimental, and theoretical studies. A three-fold genetic classification of cross-stratified units is tentatively outlined in which apparent origin and physical properties are closely correlated.
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    Notes: This study in Breton, Chandeleur, and Mississippi Sounds combines the use of bottom-penetrating acoustic-reflection records with lithologic descriptions of piston and gravity cores for construction of sections showing boundaries of depositional facies units. Continuous acoustic records delineate morphology of buried horizons (lithologic breaks, changes in density, water content, or degree of lithification). Lithologic descriptions give internal structure and variations of particle size, color, components such as shells and wood fragments, and consistency. With these criteria, deposits were divided into the major broad facies units of sound deposits, delta deposits, basal and barrier island sands and Pleistocene clays. Delta deposits are recognized as being of two distinct periods of the St. Bernard subdelta, which has subsided beneath Breton and Chandeleur Sounds.Probable buried distributaries of these delta phases are recognized in the records. Sand bodies connecting islands in Mississippi Sound are suggested as remnants of an extensive barrier island which fronted the area previous to the subdelta growth and had its beginnings about 7,000 B. P.
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    Notes: Caves will give rise to gravity minima detectable by the gravity meter if of sufficient volume in relation to their depth. The dimensions required for caves of different geometrical forms to give readable gravity effects are shown by curves. Maps are included of small, sharp gravity minima in Iraq which may be caused by solution caverns.
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    Notes: When inspecting maps that were obtained a few years ago as a result of the interpretation of aeromagnetic surveys, one is divided between feelings of satisfaction about well confirmed predictions, of regret about unfortunate choices or errors that could have been avoided by present experience and of confusion in regard to certain still poorly understood phenomena.Some documents of the Bureau de Recherches de Pétrole have been examined in order to evaluate the precision of aeromagnetic interpretations and to find possible sources of the observed discrepancies.
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    Notes: Isostasy was regarded as the impulse response to topographic loading, hence convolution with the topography should generate the observed gravity anomalies. Ordinate values of the impulse response were indeterminate but the zeroth, first and second moments were found to be significant. These could be interpreted as the degree of compensation, its spread, and the displacement with respect to the loading.
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    Source: Blackwell Publishing Journal Backfiles 1879-2005
    Topics: Geosciences , Physics
    Notes: A study has been made on the influence of the several variables of an electrode-electrolyte system on the different parameters usually measured in connection with the induced polarization method of geophysical exploration. Both the reaction resistance and the Warburg impedance of the system are found to vary appreciably with active ion concentration. The activation energy barrier exerts a predominant influence only on the former, whereas the salt concentration is important to a small degree in the determination of only the latter.With a simple equivalent electrical circuit to represent the complex mechanism of conduction of electrical currents through mineralized rocks, the amplitude and phase of the metal factor are evaluated at a frequency of 10 cps. An analysis is then made to determine the build-up and decay characteristics of the transient signal in the rock induced by a rectangular current pulse. All these measurable quantities are highly dependent on the salt and active ion concentrations. It is interesting to note that the build-up or decay time of the transient signal increases normally as the square of the solution resistance and inversely as the square of the Warburg impedance. The activation energy barrier exerts, practically no influence on the metal factor nor on the transient signal.
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  • 98
    Electronic Resource
    Electronic Resource
    Oxford, UK : Blackwell Publishing Ltd
    Geophysical prospecting 11 (1963), S. 0 
    ISSN: 1365-2478
    Source: Blackwell Publishing Journal Backfiles 1879-2005
    Topics: Geosciences , Physics
    Notes: The normal procedure in calculating the effective induced magnetisation of bodies is to introduce the demagnetisation factor. The theory of calculating the demagnetisation factor is however restricted to bodies of 2nd degree surface lying in a homogeneous field i.e. homogeneously magnetised bodies. All other bodies have to be approximated.Here, the method is based on iterative calculation of magnetisation fields, which makes it possible to calculate the effective magnetisation of any bodies, when the distribution of the inducing field and susceptibility are known.
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  • 99
    Electronic Resource
    Electronic Resource
    Oxford, UK : Blackwell Publishing Ltd
    Geophysical prospecting 11 (1963), S. 0 
    ISSN: 1365-2478
    Source: Blackwell Publishing Journal Backfiles 1879-2005
    Topics: Geosciences , Physics
    Notes: The present work was initiated by an account given by Messrs. Kunetz and ?Erceville. It is greatly inspired by the article of G. W. Postma: Wave propagation in a stratified medium. There a construction of the “wave front” is given, starting from the surface of the velocities. This latter surface is the pedal of the wavefront. This theory is based on a certain section of Love's Treatise on the Mathematical Theory of Elasticity (Ch. XIII, sect. 209). However, no proof of this theory has been provided, neither in Postma's article nor in Love's work.It is the intention of this article to supply such a proof. Also the construction is proved to be valid only for distances from the point source which are large compared with the wavelength.
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  • 100
    Electronic Resource
    Electronic Resource
    Oxford, UK : Blackwell Publishing Ltd
    Sedimentology 2 (1963), S. 0 
    ISSN: 1365-3091
    Source: Blackwell Publishing Journal Backfiles 1879-2005
    Topics: Geosciences
    Notes: Karst depressions are filled (or lined), at least in the first stages of their development, with material subsiding from permeable deposits that cover the carbonate rocks. Without such a cover no depressions can be formed. In the case of very impure limestones, the fill of the depressions consists for a great part of the insoluble residue from these limestones.Simultaneously with the morphological evolution of the depressions, their fillings also undergo important changes. The evolution terminates with a denuded karst. The solution processes may be re-activated if the surface is covered by new (allochthonous) sedimentary material.
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