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  • 1
    Series available for loan
    Series available for loan
    Hanover, New Hampshire : U.S. Army Material Command, Cold Regions Research & Engineering Laboratory
    Associated volumes
    Call number: ZSP-202-145
    In: Research report / Cold Regions Research and Engineering Laboratory, CRREL, US Army Material Command, 145
    Description / Table of Contents: An analysis is made of the time required to build up an ice-age ice sheet and of the time required to destroy such an ice sheet. The calculations are based on the approximation that the theory of perfect plasticity is valid. It is concluded that the time required to eliminate it. If it is assumed that the accumulation rate of an ice-age ice sheet lies of a large ic sheet is of the order of 15.000 to 30.00 years. Ablation rates of 1 to 2 meters/year lead to shrinkage times of the order of 2000 to 4000 years, provided ablation occurs over an appreciable area of the ice sheet.
    Type of Medium: Series available for loan
    Pages: 16 Seiten , Illustrationen
    Series Statement: Research report / Cold Regions Research and Engineering Laboratory, CRREL, US Army Material Command 145
    Language: English
    Note: Contents: Preface. - Summary. - Introduction. - Basis of theory. - Basic equations. - Ice sheets with only accumulation or ablation. - Growing ice sheets which contain only an accumulation zone. - Shrinking ice sheets which contain only an ablation zone. - Comments. - Ice sheet with both accumulation and ablation zones. - Growing ice sheets. - Shrinking ice sheets. - Conclusions. - References.
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  • 2
    Series available for loan
    Series available for loan
    Hanover, NH : U.S. Army Cold Regions Research and Engineering Laboratory
    Associated volumes
    Call number: ZSP-202-119
    In: Research report / Cold Regions Research and Engineering Laboratory, 119
    Description / Table of Contents: Summary: An experimental investigation of stress-wave propagation in snow and ice is described. Seven types of Greenland snow were investigated to determine the extent to which the variation in dynamic response of the snow is a function of snow types, and were compared with results of similar Michigan snow experiments. A low-density explosive charge was detonated, sending a steep-fronted shock wave through a metal transfer plate and into the snow sample, compressing the snow and setting it in motion. Measurements were made on shock waves with amplitudes of less than 200 atm. Density and pressure behind the wave fronts were determined by simultaneous measurement of wave-propagation and particle velocity as limited by the fast elastic wave and the slow plastic wave of the two-front structure. Values calculated by the Rankine-Hugoniot jump conditions determined the points at which the material behaves plastically or hydrodynamically. The maximum stable pressure-volume states that snow can reach under shock loading are also shown. Sources of scatter in the results from variations in snow type and errors in data reduction and geometry changes are pointed out.
    Type of Medium: Series available for loan
    Pages: v, 25, A11 Seiten , Illustrationen
    Series Statement: Research report / Cold Regions Research and Engineering Laboratory 119
    Language: English
    Note: CONTENTS Test area description Experimental techniques Explosive initiation system Grid lines on snow Grid lines on driving plates The streak camera Synchronization of camera and event Synchronization of flash bulb and event Timing-light generator High-speed framing camera
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  • 3
    Series available for loan
    Series available for loan
    Hanover, NH : U.S. Army Cold Regions Research and Engineering Laboratory
    Associated volumes
    Call number: ZSP-202-110
    In: Research report / Cold Regions Research and Engineering Laboratory, 110
    Description / Table of Contents: Summary: Nafe's (1957) presentation of reflection and transmission coefficients at a solid-solid interface was used to compute tables for the case of ice in contact with another solid at a plane interface. Energy ratios of all the combinations of reflected and refracted plane P and S waves were computed for 30 different cases of the second solid. A compressional velocity of 3.6 km/sec, a density of 0.9 g/cm^3, and a value of 1/3 for Poisson's ratio were assumed for the ice. For the other solid, the velocity ranged from 1.2 to 6.0 km/sec, the density from 1.5 to 3.0 g/cm^3, and Poisson's ratio from 0 to 1/3. The computations were carried out with an electronic computer, and the results are presented graphically.
    Type of Medium: Series available for loan
    Pages: iv, 17 Seiten , Illustrationen
    Series Statement: Research report / Cold Regions Research and Engineering Laboratory 110
    Language: English
    Note: CONTENTS Preface Summary Introduction Definitions Computation Results
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  • 4
    Call number: ZSP-202-111,1
    In: Research report / Cold Regions Research and Engineering Laboratory, 111,1
    Description / Table of Contents: Summary: Optical scintillation, visual resolution, and wind and temperature profiles were measured over snow, ice and frozen ground. The data were analyzed to determine relationships between (1) scintillation and visual resolution and (2) scintillation and meteorological and surface conditions. The experimental results included (1) estimates of the limit of visual resolution, (2) telephotometer measurements of the apparent fluctuations in brightness (scintillation) of an artificial light source, and (3) measurements of wind direction and of the vertical distributions of wind speed and temperature. The optical path was 543 m long and 1.5 m above uniform horizontal surfaces. All scintillation and meteorological data are given in an appendix. The principal results of the analysis showed that for turbulent flow in stable stratification over snow (1) visual resolution deteriorated systematically as scintillation increased in intensity and (2) scintilliation intensity increased with increase in vertical temperature gradient. Scintilliation was at a minimum in the absence of thermal stratification and at a maximum (in very stable thermal stratification) during the sudden transition from laminar to turbulent flow. For a given temperature gradient, scintilliation increased with increase in wind speed. When wind and temperature gradients were combined in terms of the Richardson number and related to scintilliation, the data obtained over snow indicated a critical Richardson number of about 0.35. Scintilliation power spectra for eight periods revealed characteristics that could be related to visual resolution, the Richardson number and the mean wind speed component normal to the optical path. NOTE: This file is large. Allow your browser several minutes to download the file.
    Type of Medium: Series available for loan
    Pages: iii, 32, A17, B44 Seiten , Illustrationen
    Series Statement: Research report / Cold Regions Research and Engineering Laboratory 111,1
    Language: English
    Note: CONTENTS Preface Page Summary Introduction The problem Previous work Plan of the investigation Conclusions Visual resolution and scintillation Visual resolution and wind, temperature, and surface conditions Visual resolution and height and length of optical path Results Measurements Analysis and discussion Visual resolution and scintillation relationships Scintillation and micrometeorological parameters Index of refraction fluctuations Scintillation and the temperature profile Scintillation and average wind speed Combined effects of wind speed and temperature gradient Scintillation and surface roughness Scintillation power spectra Scintillation and path length References Appendix A: Equipment and procedures Appendix B: Micrometeorological and scintillation data
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  • 5
    Series available for loan
    Series available for loan
    Hanover, NH : U.S. Army Cold Regions Research and Engineering Laboratory
    Associated volumes
    Call number: ZSP-202-115
    In: Research report / Cold Regions Research and Engineering Laboratory, 115
    Description / Table of Contents: SUMMARY Between 1 July and 7 August 1960, the U.S. Army Snow Ice and Permafrost Research Establishment, Corps of Engineers, supported a £our-man glaciological expedition on the southern dome of the Greenland ice sheet. Measurements of snow temperature, density, ram hardness, and grain size were made at seven pit ~tudies along 191 mileS of over-snow traverse. In addition to the pit studies, 38 Rammsonde profiles were measured and 166 shallow pits were dug to measure temperature in the first meter of snow. The annual accumulation of snow was found to decrease westward, from 97 em water equivalent 50 miles from tP.e east coast, to 40 em 80 miles from the western margin. A possible precipitation shadow was encountered immediately west of the crest line of the ice sheet. The precipitation shadow and the decrease in accumulation westward indicate that the source area for the precipitation lies to the east of the southern dome, in the. Greenland Sea. Temperature profiles in the firn indicated that summer warming was still in progress. During August, melting at an elevation of 2000 m above se~ level was intense (OC in the top 75 em} •. According to the facies classification of glaciers (Benson, 1959, 1960}, most of the study area is in tfie percolation facies, with the possible exception of the westernmost· s.tation (mile l-138) which is at or near the saturation line. The daily heat exchange in the first meter of snow, near the time of maximum melt conditions, is between 20 and '35 cal/cinZ. This is approxi-mately 25o/o of the heat necessary to raise the temperature of a column of firn of unit cross Section and 1 m deep to the melting point. Effective values of thermal conductivity and diffusivity as determined from the temperature curves with no attempt made to isolate radiation and con-vection are, respectively, 4-6 x 10-3 cgs and 20-30 x 10-3 cgs. Radiation and convection in the first meter of firn cause "effective conductivity" values to be 4 to 7 times greater than the value k = 0. 0068pZ given by Abel's (1892), which is the conductivity at greater depths.
    Type of Medium: Series available for loan
    Pages: v, 22, A4, B1 Seiten , Illustrationen
    Series Statement: Research report / Cold Regions Research and Engineering Laboratory 115
    Language: English
    Note: CONTENTS Preface Summary Introduction Method of investigation Location Pit studies Temperature Hardness Density Stratigraphic measurements Thermal studies Stratigraphic features Grain size Grain shape Crusts Discussion of results Temperature Altitude gradient Latitude gradient Depth-density relationship Depth-load relationship Densification Stratigraphic analysis Facies relationship Climatological aspects 1960 meteorological observations Temperature Wind Barometric pressure Radiation Cloudiness Visibility Thermal studies Summary and conclusions References Appendix A Appendix B
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  • 6
    Series available for loan
    Series available for loan
    Hanover, NH : U.S. Army Cold Regions Research and Engineering Laboratory
    Associated volumes
    Call number: ZSP-202-112
    In: Research report / Cold Regions Research and Engineering Laboratory, 112
    Description / Table of Contents: Summary: The age hardening of artificially and naturally compacted snow has been investigated at the South Pole. Results show that the age-hardening process is greatly retarded at low temperatures. Artificially compacted samples of density 0.55 g/cm^3 attained a compressive strength of less than 3.0 kg/cm^2 after one year's aging at -49°C. Exposure to solar radiation accelerated the age hardening. Irradiated samples attained a strength of 6.0 kg/cm^2 after 100 hr, increasing to a virtual maximum of 8.0 kg/cm^2 at 600 hr. Compressive strengths increased witha decrease in snow-particle size and with an increasing angularity of the particles. Below 3 m the strength of naturally compacted snow was found to increase rapidly with an increase in density. Naturally compacted snow of density 0.55 g/cm^3 possessed considerably greater strength than any of the age-hardened samples of artificially compacted snow of the same density. Thin-section studies show that age hardening can be correlated with the formation and growth of intergranular bonds, and that bond growth falls off rapidly with decreasing temperature. In view of the low strength found in both naturally and artificially compacted snow at the South Pole, "cut-and-cover" undersnow camp construction may not prove practical at the South Pole.
    Type of Medium: Series available for loan
    Pages: v, 19, A6 Seiten , Illustrationen
    Series Statement: Research report / Cold Regions Research and Engineering Laboratory 112
    Language: English
    Note: CONTENTS Preface Summary Introduction Previous work Experimental methods Experimental results Series A Series B Series C Series D Series E Discussion Conclusions References Appendix A
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  • 7
    Call number: MOP Per 581(3/1) ; ZSP-319/C-1(2. Ex.) ; ZSP-319/C-1
    In: Geodätische und Geophysikalische Veröffentlichungen : Reihe 3, Physik der festen Erde, 1
    Type of Medium: Series available for loan
    Pages: 188 Seiten , Illustrationen, Karten , 5 Kartenbeilagen
    ISSN: 0435-6187
    Series Statement: Geodätische und Geophysikalische Veröffentlichungen : Reihe 3, Physik der festen Erde 1
    Language: German
    Note: Kartenbeilage unter dem Titel: Fedtschenko-Gletscher : Südblatt 〈1 : 50 000〉 , Kartenbeilage unter dem Titel: Fedtschenko-Gletscher : Nordblatt 〈1 : 50 000〉 , Kartenbeilage unter dem Titel: Fedtschenko-Gletscher : Zungenkarte 〈1 : 25 000〉 , Kartenbeilage unter dem Titel: Fedtschenko-Gletscher : Unterer Zungenteil 〈1 : 10 000〉 , Kartenbeilage unter dem Titel: Fedtschenko-Gletscher : Tanymas-Lappen 〈1 : 10 000〉 , Inhaltsverzeichnis Vorwort Inhaltsverzeichnis 1. Die Aufgabenstellung und die Durchführung der Arbeiten 1.1. Einführung 1.2. Fragen der glaziologischen Forschung 1.3. Der Fedtschenkogletscher und seine Erforschung 1.4. Die Aufgaben der glaziologischen Expedition im Jahre 1958 1.5. Die Tätigkeit der geodätischen Arbeitsgruppe 1.5.1. Organisation und Ablauf der Arbeiten 1.5.2 Trigonometrische Arbeiten 1.5.2.1. Die verwendeten Instrumente 1.5.2.2. Die Anlage und Beobachtung des trigonometrischen Netzes 1.5.3. Photogrammetrische Aufnahmearbeiten 1.5.3.1. Instrumente und photographisches Material 1.5.3.2. Die Anlage der photogrammetrischen Standlinien und die Aufnahme der Meßbilder 1.5.3.3. Die Ermittlung der Oberflächengeschwindigkeit des Eises 2. Die Auswertung der geodätischen und photogrammetrischen Messungen 2.1. Vorbemerkungen 2.2 Die Berechnung des trigonometrischen Netzes 2.2.1. Grundzüge der Berechnungen 2.2.2. Netzberechnungen 2.2.2.1. Die Dreieckskette am Unterlauf des Fedtschenkogletschers 2.2.2.2. Die trigonometrischen Beobachtungen am Mittellauf des Fedtschenkogletschers 2.2.2.3. Die trigonometrischen Beobachtungen im Tal des Gletschers Kleiner Tanymas 2.2.3. Die Kontrolle des Maßstabes der Triangulationen durch Basismessungen 2.2.4. Die Ergebnisse der trigonometrischen Messungen 2.3. Bestimmung der Koordinaten und Höhen für die photogrammetrischen Aufnahmestandlinien 2.4. Die photogrammetrische Paßpunktverdichtung 2.4.1. Allgemeines zur Paßpunktverdichtung 2.4.2. Das Identifizieren von Paßpunkten 2.4.3. Die photogrammetrische Bestimmung von Paßpunkten 2.4.3.1. Bemerkungen zur Bestimmungsmethode 2.4.3.2. Die Bestimmung der Daten der inneren Orientierung 2.4.3.3. Die Bestimmung der Paßpunkte durch numerische Meßtischphotogrammetrie 2.4.3.4. Die Genauigkeit der photogrammetrischen Paßpunktbestimmung 2.5. Die Kartierung der terrestrisch-stereophotogrammetrischen Aufnahmen 2.5.1. Auswertegrundlagen und Kartierungsmethode 2.5.2. Inhalt und Genauigkeit der Kartierungen 2 5.2.1. Kartierung des Fedtschenkogletschers und Teile seiner Nebengletscher im Maßstab 1 : 25000 2.5.2.2. Die Kartierung des letzten Teiles der Zunge des Fedtschenkogletschers im Maßstab 1 : 10000 2.5.2.3. Die Kartierung des Tanymaslappens im Maßstab 1 : 10000 2.6 Kartographische Arbeiten 3. Die glaziologische Auswertung 3.1. Die Aufgabenstellung für die glaziologische Auswertung 3.2. Die Verfahren der glaziologischen Auswertung 3.2.1. Die Bestimmung der Gletscherveränderungen durch Kartenvergleich 3.2.2. Die Ermittlung der Oberflächengeschwindigkeit des Eises 3.2.2.1. Die Auswertung der Meßbilder 3.2.2.2. Die Genauigkeit der Bestimmung der Oberflächengeschwindigkeit 3.2.3. Berechnung der Eisdicke und der Durchflußmengen 3.3. Die Ergebnisse der glaziologischen Auswertung 3.3.1. Vergleich der topographischen Karten von 1928 und 1958 3.3.1.1. Vergleich der Gletscherstände 3.3.1.2. Ermittlung des Eisverlustes des Fedtschenkogletschers 3.3.1.3. Sonstige Veränderungen 3.3.2. Ermittlung der Oberflächengeschwindigkeit des Eises 3.3.3. Berechnung der Eisdicke und der Durchflußmengen 3.3.4. Zusammenfassung der Vergleichsergebnisse 4. Literaturangaben 5. Bildanhang
    Location: MOP - must be ordered
    Location: AWI Archive
    Location: AWI Archive
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    Branch Library: AWI Library
    Branch Library: AWI Library
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