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  • English  (637)
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  • 1995-1999  (286)
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  • 1
    Monograph available for loan
    Monograph available for loan
    Berkeley, Calif. : Univ.
    Associated volumes
    Call number: M 96.0268
    In: Report UCB/EERC
    Type of Medium: Monograph available for loan
    Pages: 50, A35 S.
    Series Statement: Report UCB/EERC 78/29
    Classification:
    Seismology
    Language: English
    Location: Upper compact magazine
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  • 2
    Call number: S 05.0339(42,2)
    In: Initial reports of the deep sea drilling project
    Type of Medium: Series available for loan
    Pages: xxvi, 1244 S. : zahlr. graph. Darst.
    Language: English
    Location: A 18 - must be ordered
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  • 3
    Call number: AWI K-00-0107 / Fach 3
    Type of Medium: Monograph available for loan
    Pages: XI, 16 Bl.
    ISBN: 0-9685013-0-3
    Language: English
    Location: 16
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  • 4
    Call number: AWI G4-00-0135
    In: International hydrology series
    Type of Medium: Monograph available for loan
    Pages: xiv, 140 S. : graph. Darst.
    ISBN: 052163332X
    Series Statement: International hydrology series
    Language: English
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  • 5
    Monograph available for loan
    Monograph available for loan
    Tokyo [u.a.] : Terra Scientific [u.a.]
    Call number: AWI G4-02-0059
    Description / Table of Contents: Contents: Preface. - 1 Introduction. - 2 Basic Equation of the Material Transport Process. - 3 Fundamental Equations of Advection. - 4 Tidal Current. - 4.1 Resonance Tide and Tidal Current. - 4.2 Tide and Tidal Current in the Channel. - 4.3 Influence of Earth Rotation. - 4.4 Effect of Bottom Friction. - 4.5 Internal Tide and Tidal Current. - 5 Residual Flow. - 6 Tide-Induced Residual Current. - 7 Density-Driven Current. - 7.1 Water Density. - 7.2 Heat and Salt Budgets. - 7.3 Density-Driven Current Due to River Discharge. - 7.4 Density-Driven Current Due to the Buoyancy Supply from the Open Ocean. - 7.5 Density-Driven Current Due to Buoyancy Input from River and Open Ocean. - 7.6 Density-Driven Current Due to the Topographic Heat Accumulation Effect. - 7.7 Density-Driven Current Due to the Horizontal Distribution of Vertical Diffusivity. - 8 Wind-Driven Current. - 8.1 Wind Stress on the Sea Surface. - 8.2 Ekman Spiral. - 8.3 Langmuir Circulation. - 8.4 Amplification of Diurnal Tidal Current by Land-Sea Breeze. - 8.5 Coastal Upwelling. - 8.6 Horizontal and Vertical Circulations. - 8.7 Shelf Wave. - 9 Diffusion and Dispersion. - 9.1 The Concept of Diffusion. - 9.2 The Concept of Dispersion. - 9.3 Estimating Method of the Magnitude of Dispersion Coefficient. - 9.4 Methods to Estimate the Horizontal Eddy Diffusivity. - 9.5 Estimating Method of Vertical Eddy Diffusivity. - 9.6 Double Diffusion. - 10 Water Exchange and Residence Time. - 10.1 Water Exchange Ratio Near the Strait. - 10.2 Water Exchange Ratio in the Whole Bay. - 10.3 Average Residence Time. - 10.4 Estimating the Remnant Function in the Field. - 11 Diagnostic Model and The Euler-Lagrange Method. - 11.1 Diagnostic Model. - 11.2 Euler-Lagrange Method. - 12 Ecosystem Model. - 12.1 Formulation. - 12.2 Examples of an Ecosystem Model. - Index.
    Type of Medium: Monograph available for loan
    Pages: V, 162 S. : Ill., graph. Darst., Kt.
    ISBN: 0792358953
    Series Statement: Ocean sciences research [1]
    Uniform Title: Engan kaiy¯ogaku
    Language: English
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  • 6
    Monograph available for loan
    Monograph available for loan
    Cambridge [u.a.] : Cambridge Univ. Press
    Associated volumes
    Call number: PIK N 454-01-0304
    In: International hydrology series
    Type of Medium: Monograph available for loan
    Pages: 140 p.
    Edition: 1. ed.
    ISBN: 052163332x
    Series Statement: International hydrology series
    Language: English
    Location: A 18 - must be ordered
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  • 7
    Call number: S 05.0339(40)
    In: Initial reports of the deep sea drilling project
    Type of Medium: Series available for loan
    Pages: xxv, 1079 S. : zahlr. graph. Darst.
    Language: English
    Location: A 18 - must be ordered
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  • 8
    Call number: AWI G7-81-0027 ; AWI G5-86-0505
    Type of Medium: Monograph available for loan
    Pages: VIII, 172 S.
    Language: English
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  • 9
    Journal available for loan
    Journal available for loan
    Associated volumes
    In: Earth and Planetary Science Letters
    Type of Medium: Journal available for loan
    Pages: 413 S.
    Language: English
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  • 10
    Call number: S 05.0339(41)
    In: Initial reports of the deep sea drilling project
    Type of Medium: Series available for loan
    Pages: xxvi, 1259 S. : zahlr. graph. Darst. + 1 Kt.
    Language: English
    Location: A 18 - must be ordered
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  • 11
    Call number: S 05.0339(42,1)
    In: Initial reports of the deep sea drilling project
    Type of Medium: Series available for loan
    Pages: xxvii, 1249 S. : zahlr. graph. Darst.
    Language: English
    Location: A 18 - must be ordered
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  • 12
    Call number: ZSP-168-306
    In: Berichte zur Polarforschung
    Type of Medium: Series available for loan
    Pages: 170 S. : Abb. ; 24 cm
    ISSN: 0176-5027
    Series Statement: Berichte zur Polarforschung 306
    Language: English
    Location: AWI Reading room
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  • 13
    Monograph available for loan
    Monograph available for loan
    Oxford [u.a.] : Blackwell Science
    Call number: AWI G1-99-0258
    Description / Table of Contents: The record of tectonic and climatic processes through geological time is held within sedimentary rocks along with evidence for the evolution of life on Earth. The study of the formation, transport and deposition of material to form sedimentary rocks and the temporal and spatial relationships between strata is a fundamental part of the Earth sciences. Sedimentology and Stratigraphy aims to provide students who are starting to study geology at university level with an introduction to the continuum of scales of observation and interpretation which lie between the formation of a grain of sand and a fill of a sedimentary basin. In the first section of this book, the author treats the formation and transport of sediment in a largely descriptive manner and introduces the concepts of environments and facies. The full spectrum of continental and marine sedimentary environments is then covered in a series of chapters which consider the depositional processes and products which may be considered to be characteristic for each setting. In the final part, the principles of stratigraphy and interpretation of the fill of sedimentary basins are considered. The text and illustrations are designed to be accessible to those completely new to the subject whilst at the same time the book covers the concepts and terminology used in more advanced work.
    Type of Medium: Monograph available for loan
    Pages: X, 355 Seiten , Illustrationen
    Edition: First published
    ISBN: 0632035781
    Language: English
    Note: Contents: Preface. - 1 Introduction: sedimentology and stratigraphy. - 1.1 Sedimentology and stratigraphy in Earth sciences. - 1.2 Stratigraphy and sedimentology. - 1.3 See the world in just one grain of sand. - 1.4 Processes and products. - 1.5 Sedimentary environments and facies. - 1.6 Modem and ancient sedimentary environments. - 1.7 Geographical distribution of environments and facies. - 1. 8 Changing environments and facies through time. - 1.9 The stratigraphic record and geological time. - 1.10 Earth history, global tectonics, climate and evolution. - 2 Terrigenous clastic sediments: gravel, sand and mud. - 2.1 The components of sediments and sedimentary rocks. - 2.2 Classification and nomenclature of terrigenous clastic sediments and sedimentary rocks. - 2.3 Gravel and conglomerate. - 2.4 Sand and sandstone. - 2.5 Clay, silt and mudrock. - 2.6 Description of the textures of terrigenous clastic sedimentary rocks. - 2.7 Granulometric and clast shape analysis. - 2.8 Maturity of terrigenous clastic material. - 2.9 Terrigenous clastic sediments: summary. - Further reading. - 3 Biogenic, chemical and volcanogenic sediments. - 3.1 Limestone. - 3.2 Volcanic and volcaniclastic rocks. - 3.3 Evaporite minerals. - 3.4 Cherts. - 3.5 Phosphates. - 3.6 Sedimentary ironstone. - 3.7 Carbonaceous (organic) deposits. - 3.8 The description of sedimentary rocks in hand specimen. - 3.9 Examination of sedimentary rocks under the microscope. - Further reading. - 4 Processes of transport and sedimentary structures. - 4.1 Transport media. - 4.2 The behaviour of fluids and particles in fluids. - 4.3 Flows, sediment and bedforms. - 4.4 Waves. - 4.5 Sedimentary structures in sand-mud mixtures. - 4.6 Mass flows. - 4.7 Mudcracks. - 4.8 Erosional sedimentary structures. - 4.9 Sedimentary structures and sedimentary environments. - Further reading. - 5 Environments and facies. - 5.1 Interpreting past depositional environments. - 5.2 The concept of 'facies'. - 5.3 Distribution of palaeoenvironments in time and space. - 5.4 Palaeocurrents. - 5.5 Provenance. - 5.6 Graphic sedimentary logs. - 5.7 Facies and environments: summary. - Further reading. - 6 Continents: sources of sediment and environments of deposition. - 6.1 From source of sediment to formation of strata. - 6.2 The formation of mountains and hills. - 6.3 Continental climatic regimes. - 6.4 Surface processes. - 6.5 Weathering processes. - 6.6 Erosion and transport. - 6.7 Factors which influence erosion rates. - 6.8 Continental environments of deposition. - 6.9 Continental environments: summary. - Further reading. - 7 Glaciers and ice caps. - 7.1 Formation of glaciers. - 7.2 Erosion by glaciers. - 7.3 Glacial deposits. - 7.4 Distribution of glacial deposits. - 7.5 Recognition of glacial deposits: summary. - Further reading. - 8 Arid continental depositional environments. - 8.1 Deserts. - 8.2 Wind in deserts. - 8.3 Water in a desert. - 8.4 Alluvial fans. - 8.5 Playa lakes. - 8.6 Life in the desert. - 8.7 Characteristics of the deposits of arid continental environments: summary. - Further reading. - 9 Rivers: the fluvial environment. - 9.1 River forms and patterns. - 9.2 Modern rivers. - 9.3 Floodplains. - 9.4 Ancient fluvial deposits. - 9.5 Palaeocurrents in fluvial systems. - 9.6 Fossils in fluvial environments. - 9.7 Soils and palaeosols. - 9.8 Recognition of fluvial deposits: summary. - Further reading. - 10 Lacustrine environments: fresh and saline lakes. - 10.1 Modern lakes. - 10.2 Morphology and processes in lakes. - 10.3 Lacustrine sediments and facies. - 10.4 Saline lakes. - 10.5 Life in lakes. - 10.6 Lake environments: summary. - Further reading. - 11 The marine realm: morphology and processes. - 11.1 Marine environments. - 11.2 Tides. - 11.3 Wave and storm processes. - 11.4 Thermo-haline currents. - 11.5 Divisions of the marine realm. - 11.6 Chemical and biochemical sedimentation in oceans. - 11.7 Ecology of the seas. - 11.8 Marine environments: summary. - Further reading. - 12 Deltas and estuaries. - 12.1 Deltas. - 12.2 Controls on deltas. - 12.3 Coarse-grained deltas. - 12.4 Delta 'cycles'. - 12.5 Post- and syndepositional effects on deltas. - 12.6 Recognition of deltaic deposits: summary. - 12.7 Estuaries. - 12.8 Recognition of estuarine deposits: summary. - Further reading. - 13 Coastlines: beaches, barriers and lagoons. - 13.1 Coastal environments. - 13.2 Morphological features of coastlines. - 13.3 Clastic coastlines. - 13.4 Carbonate coastlines. - 13.5 Arid coastlines. - 13.6 Recognition of coastal deposits: summary. - Further reading. - 14 Shallow seas. - 14.1 Sediment supply to shallow seas. - 14.2 Shallow marine clastic environments. - 14.3 Storm-dominated shallow clastic seas. - 14.4 Tide-dominated shallow clastic seas. - 14.5 Shallow marine carbonate environments. - 14.6 Carbonate ramps. - 14.7 Rimmed carbonate shelves. - 14.8 Epeiric, drowned and isolated carbonate platforms. - 14.9 Barred basins and saline giants. - 14.10 Criteria for the recognition of shelf sediments. - Further reading. - 15 Deep marine environments. - 15.1 Modem and ancient oceans. - 15.2 Deep marine mass flows. - 15.3 Submarine fans. - 15.4 Contourites. - 15.5 Pelagic and hemipelagic sedimentation. - 15.6 Other features of deep ocean sediments. - 15.7 Fossils in deep ocean sediments. - 15.8 Ancient deep ocean deposits. - 15.9 Recognition of deep ocean deposits: summary. - Further reading. - 16 Volcanic environments. - 16.1 Volcanic and volcaniclastic rocks. - 16.2 Lavas. - 16.3 Volcaniclastic rocks. - 16.4 Environments of deposition. - 16.5 Recognition of volcanigenic deposits: summary. - 16.6 Volcanic rocks in stratigraphy: flows, dykes and sills. - Further reading. - 17 Sediments into rocks: postdepositional processes. - 17.1 Post-depositional modification of sedimentary layers. - 17.2 Post-depositional physical and chemical processes. - 17.3 Nodules and concretions. - 17.4 Clastic diagenesis. - 17.5 Carbonate diagenesis. - 17.6 Post-depositional changes to evaporites. - 17.7 Diagenesis of volcaniclastic sedirnents. - 17.8 Formation of coal and hydrocarbons. - 17.9 Diagenetic processes: summary. - Further reading. - 18 Stratigraphy: concepts and lithostratigraphy. - 18.1 Stratigraphy and geological time. - 18.2 Chronostratigraphy. - 18.3 Physical stratigraphy. - 18.4 Lithostratigraphy. - 18.5 Lithostratigraphic nomenclature. - 18.6 Lithostratigraphy and environments. - 18.7 Lithostratigraphy and geological maps. - 18.8 Lithostratigraphy and correlation. - Further reading. - 19 Biostratigraphy. - 19.1 Strata and fossils. - 19.2 Fossils in stratigraphy. - 19.3 Taxa used in biostratigraphy. - 19.4 Correlating different environments. - 19.5 Biostratigraphic nomenclature. - 19.6 Biostratigraphy and chronostratigraphy. - Further reading. - 20 Dating and correlation techniques. - 20.1 Radiometric dating. - 20.2 Magnetostratigraphy. - 20.3 Other dating methods. - 20.4 Dating in the Quaternary. - 20.5 Correlation. - Further reading. - 21 Sequence stratigraphy and sea level changes. - 21.1 Introduction. - 21.2 Depositional sequences and systems tracts. - 21.3 Facies patterns in depositional sequences. - 21.4 Sequences in carbonate depositional environments. - 21.5 Subdivision of depositional sequences and systems tracts: parasequences. - 21.6 Sequence stratigraphy and depositional environments. - 21.7 Practical sequence stratigraphy. - 21.8 Causes of sea level fluctuations. - Further reading. - 22 Subsurface stratigraphy. - 22.1 Seismic reflection profiles. - 22.2 Interpreting seismic reflections. - 22.3 Structural features on seismic profiles. - 22.4 Seismic facies. - 22.5 Relating seismic profiles to geological cross-sections. - 22.6 Borehole stratigraphy and sedimentology. - 22.7 Subsurface facies analysis. - 22.8 Use of borehole data. - Further reading. - 23 Sedimentary basins. - 23.1 Tectonics of sedimentary basins. - 23.2 Basins related to crustal extension. - 23.3 Basins related to subduction. - 23.4 Basins related to continen
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  • 14
    Call number: PIK M 031-01-0703
    Type of Medium: Monograph available for loan
    Pages: 524 p.
    ISBN: 3540654313
    Language: English
    Location: A 18 - must be ordered
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  • 15
    Call number: 12021 ; 10/M 93.0073/1
    In: Developments in geochemistry
    Type of Medium: Monograph available for loan
    Pages: XVIII, 383 S.
    ISBN: 0444416366
    Series Statement: Developments in geochemistry 1
    Language: English
    Location: Upper compact magazine
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  • 16
    Call number: PIK D 022-00-0511
    Type of Medium: Monograph available for loan
    Pages: XV, 83 S. , graph. Darst.
    ISBN: 0309065925
    Series Statement: The compass series
    Language: English
    Location: A 18 - must be ordered
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  • 17
    Monograph available for loan
    Monograph available for loan
    Berlin [u.a.] : Springer
    Associated volumes
    Call number: 10/M 93.0251/3
    In: Handbook of geochemistry
    Type of Medium: Monograph available for loan
    Pages: Losebl.-Ausg.
    Language: English
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  • 18
    Series available for loan
    Series available for loan
    Hanover, NH : U.S. Army Cold Regions Research and Engineering Laboratory
    Associated volumes
    Call number: ZSP-201-78/20
    In: CRREL Report, 78-20
    Description / Table of Contents: Abstract: Measurements of the concentrations of Aitken nuclei in maritime air were made near Barrow, Alaska, in June 1975 with a modified Nolan-Pollack small-particle detector. The concentrations varied from 50 to 300 particles cm^-3 depending upon meteorological conditions. The mean Aitken nuclei count was 100 particles cm^-3 for diameters greater than 2 x 10^-3 μm. Transmission electron micrographs of aerosols in maritime air near Barrow were taken. The size range was measured to be 0.01 to 2.5 μm in diameter with the most frequently observed diameter being 0.04 μm. The volume of the maritime air and the collection efficiency of aerosol particles on filmed grids for electron microscopy were measured. The aerosol concentrations were found to be 76 to 101 particles cm^-3 ; the mean concentration was calculated to be 87 particles cm^-3. The aerosol particles in the maritime air were identified by electron microscopy and selected area electron diffraction analysis. About 20% of the aerosol particles were identified, and 80% of the particles were too small for electron diffraction analysis. Sea salt particles constituted 2% of the total, and clay minerals 3%; these particles were considered to be of natural origin. Solid combustion by-products such as coagulated carbon particles and fly ash particles constituted 16%. Despite the comparative remoteness of the sampling site, the measurements indicate that many anthropogenic aerosols were found using an electron microscope.
    Type of Medium: Series available for loan
    Pages: iv, 48 Seiten , Illustrationen
    Series Statement: CRREL Report 78-20
    Language: English
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  • 19
    Series available for loan
    Series available for loan
    Hanover, NH : U.S. Army Cold Regions Research and Engineering Laboratory
    Associated volumes
    Call number: ZSP-201-78/13
    In: CRREL Report, 78-13
    Description / Table of Contents: Field observations of the growth fabrics of the fast and near-fast ice along the coasts of the Beaufort and Chukchi Seas show that, at depths of more than 60 cm below the upper ice surface, the sea ice crystals show striking alignments within the horizontal plane. At one site this alignment was well developed at a depth of 15 cm and in all cases the degree of preferred orientation increased with depth, with the strongest orientations occurring at the bottom of the ice sheet. In general the c-axes of the crystals were aligned roughly E-W parallel to the coast. In the vicinity of islands the alignment roughly paralleled the outlines of the islands and in narrow passes between islands the alignment paralleled the channel. Our observations, as well as similar observations made in the Kara Sea by Cherepanov, can be explained if it is assumed that the c-axes of the crystals are aligned parallel to the 'long-term' current direction at the sea ice/sea water interface. The alignments are believed to be the result of geometric selection among the growing crystals, with the most favored orientation being that in which the current flows normal to the (0001) plates of ice that make up the dendritic ice/water interface characteristics of sea ice. It is hypothesized that current flow in this direction reduces the thickness of the solute boundary layer as well as the salinity in the liquid at the interface. This lowered salinity allows crystals in the favored orientation to extend farther into the melt than neighboring crystals with less favored orientations. In addition the current tends to induce a continuous flux of supercooled seawater against the sides of the crystals that extend ahead of the interface.
    Type of Medium: Series available for loan
    Pages: v, 29 Seiten , Illustrationen
    Series Statement: CRREL Report 78-13
    Language: English
    Note: CONTENTS Abstract Preface Introduction Locale and techniques Observations Vertical variations in crystal orientation Regional variations in crystal orientation Summary of observations Causes Initial ice skim Earth’s magnetic field Currents Conclusions and consequences Literature cited
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  • 20
    Series available for loan
    Series available for loan
    Hanover, NH : U.S. Army Cold Regions Research and Engineering Laboratory
    Associated volumes
    Call number: ZSP-201-78/10
    In: CRREL Report, 78-10
    Description / Table of Contents: The compressibility of wet snow is described in terms of pressure melting and nonlinear viscous deformation at grain contacts. The results of experiments with different salinities and liquid water contents are compared with computed densities. The decreasing compressibility of wet snow with increasing salinity and decreasing liquid content is quantified and explained. Simultaneous particle growth and the doubly charged layer at phase boundaries are included in the model. The results show that the density of wet snow increases approximately as a power of time but is highly dependent on the stress, initial particle size, liquid water content, and ionic impurity content of the snow.
    Type of Medium: Series available for loan
    Pages: vi, 23 Seiten , Illustrationen
    Series Statement: CRREL Report 78-10
    Language: English
    Note: CONTENTS Abstract Preface Nomenclature Introduction Experimental procedure Grain growth Stressed particle contacts Fluid pressure Packing geometry Temperature distribution and heat flow Fluid and impurity flows Results The liquid film Conclusions Literature cited
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  • 21
    Series available for loan
    Series available for loan
    Hanover, NH : U.S. Army Cold Regions Research and Engineering Laboratory
    Associated volumes
    Call number: ZSP-201-78/18
    In: CRREL Report, 78-18
    Description / Table of Contents: The primary objective of this project was to demonstrate the utility of remote sensing techniques as an operational tool in the acquisition of data required by the U.S. Army Corps of Engineers, Seattle District, in the Grays Harbor dredging effects project, and related projects. Aerial imagery was used to map surface circulation and suspended sediment patterns near the hopper dredge pump site at the harbor entrance and near pulpmill outfalls in Aberdeen, and to map the areal distribution and extent of intertidal habitats. The surface circulation maps prepared from the aerial photographs and thermal imagery compared favorably with the large-scale circulation patterns observed in the Grays Harbor hydraulic model at the U.S. Army Engineer Waterways Experiment Station. Of the imagery provided by NASA, the thermal imagery was more useful than the color or color infrared (CIR) photographs for mapping circula­tion, while the CIR photographs were more useful than the thermal imagery or the color photographs for mapping intertidal habitats. Current velocities estimated from dye dispersion patterns and drifting dye drogues were comparable at some locations to velocities measured by in situ current meters and in the hydraulic model. Based on a cursory evaluation of LANDSAT-1 imagery acquired in January, February, and October 1973, it had limited utility in providing data on surface circulation patterns in Grays Harbor. The areal distribution and extent of nine wetland vegetation types, dune vegetation, and three types of eelgrass were mapped using primarily aerial C IR photographs and ground sur­veys. Color photographs were also used for areas not covered by the C IR photographs. Wetland vegetation types mapped were: low silty marsh, low sandy marsh, sedge marsh, high immature marsh, high mature marsh, salt marsh, diked pasture, freshwater marsh, and wooded swamp. Undiked salt marsh (first five types) covered 5540 acres (22.3 km2) in Grays Harbor.
    Type of Medium: Series available for loan
    Pages: vi, 85 Seiten , Illustrationen
    Series Statement: CRREL Report 78-18
    Language: English
    Note: CONTENTS Abstract Preface Introduction Site description Background and objectives Project history Approach General Aircraft imagery and sensor data LANDSAT imagery Ground truth data Results and discussion Remote sensing techniques Conventional techniques Comparison of results Conclusions Advantages and disadvantages Applications Recommendations Literature cited
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  • 22
    Call number: ZSP-201-78/9
    In: CRREL Report, 78-9
    Description / Table of Contents: Large, simply supported beams of temperate lake ice were found, generally, to yield significantly higher flexural strengths than the same beams tested in the cantilever mode. Data support the view that a significant stress concentration may exist at the fixed corners of the cantilever beams. Maximum effects are experienced with beams of cold, brittle ice substantially free of structural imperfections; for this kind of ice the strength difference factor, here attributed to the effect of stress concentrations, may exceed 2.0; that is, simply supported beams test a factor of 2 or more stronger than the same beams tested in the cantilever mode. In ice that has undergone extensive thermal degradation, the stress concentration effect may be eliminated entirely. Simply supported beams generally yield higher strengths when the top surfaces are placed in tension. This behavior is attributed to differences in ice type; the fine-grained, crack-free top layer of snow-ice which constituted up to 50% of the ice cover in the current series of tests usually reacted more strongly in tension than the coarse-grained crack-prone bottom lake ice.
    Type of Medium: Series available for loan
    Pages: iv, 14 Seiten , Illustrationen
    Series Statement: CRREL Report 78-9
    Language: English
    Note: CONTENTS Abstract Preface Introduction Test sites and ice cover properties Beam testing Results Discussion Conclusions Literature cited
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  • 23
    Series available for loan
    Series available for loan
    Hanover, NH : U.S. Army Cold Regions Research and Engineering Laboratory
    Associated volumes
    Call number: ZSP-201-78/25
    In: CRREL Report, 78-25
    Description / Table of Contents: The objectives of this investigation were to describe channel characteristics and geographic settings of ice jam sites from aerial photographic interpretation, to indicate which characteristics may be important in causing ice jams, and to suggest additional uses of aerial photographs. Aerial photographs were taken of 19 sites with a Zeiss RMK 15/23 aerial camera on 17, 19, and 21 April 1976. Uncontrolled photomosaics of each site were assembled and major river characteristics were delineated on the photomosaics. Characteristics described include: manmade structures, falls, rapids, changes in channel depths, channel islands, mid-channel shoals or bars, river bed material, river sinuosity, meanders, floodplain width, riparian vegetation, and types of development on the floodplain. River channel widths were measured from the photographs along rivers where ground truth data were available for comparison. Lengths of channel riffles and pools were measured along the rivers where variations in river depths were evident on the photographs. Seventy-nine percent of the sites have some form of flow control structure which causes a pool with a backwater condition of low velocity. The low flow condition in the pool allows a solid ice cover to form which impedes ice movement and initiates ice jams. Aerial photographs provide a regional perspective for evaluating channel characteristics at an ice jam site and for analyzing the geographic setting at each site during ice-free conditions. Photographs taken after ice jams have formed are useful in monitoring ice jam formation, in analyzing ice characteristics, and in documenting ice jam breakup and movement.
    Type of Medium: Series available for loan
    Pages: iii, 60 Seiten , Illustrationen
    Series Statement: CRREL Report 78-25
    Language: English
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  • 24
    Series available for loan
    Series available for loan
    Hanover, NH : U.S. Army Cold Regions Research and Engineering Laboratory
    Associated volumes
    Call number: ZSP-201-78/24
    In: CRREL Report, 78-24
    Type of Medium: Series available for loan
    Pages: v, 12 Seiten , Illustrationen
    Series Statement: CRREL Report 78-24
    Language: English
    Note: CONTENTS Abstract Preface Introduction Comparison of winters Ship effects Measured forces Sequential breaking of the structure Discussion Conclusions Recommendations Literature cited Appendix A. Force level fluctuations in west ice boom, 20 January 1977
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  • 25
    Call number: ZSP-201-78/23
    In: CRREL Report, 78-23
    Type of Medium: Series available for loan
    Pages: vi, 53 Seiten , Illustrationen
    Series Statement: CRREL Report 78-23
    Language: English
    Note: CONTENTS Abstract Preface Nomenclature Conversion factors: Metric (SI) to U.S. customary units of measurement Introduction Selection of experimental approach Previous investigations of effect of freeze-thaw on soil deform ability Selection of laboratory test method Selection of method of field validation tests Field repeated-load plate-bearing tests Test pavements, soils and materials Test procedures and results Resilient modulus of subgrade calculated from field tests Mathematical model Characterization of asphalt concrete Characterization of frozen silt Calculated resilient modulus of silt within the zone of freezing Laboratory repeated-load triaxial tests Specimens, equipment and testing procedures Apparatus Procedures Resilient properties calculated from laboratory tests Calculation methods Asphalt concrete - test results Asphalt concrete - statistical analysis and discussion Silt - test results Silt - statistical analysis Discussion and conclusions Literature cited Appendix A. Repeated-load plate-bearing test results Appendix B. Laboratory repeated-load triaxial test results Appendix C. Regression equation coefficients for resilient modulus and Poisson’s ratio from repeated-load triaxial test data on asphalt concrete and silt Appendix D. Detailed procedures for repeated-load triaxial testing
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  • 26
    Series available for loan
    Series available for loan
    Hanover, NH : U.S. Army Cold Regions Research and Engineering Laboratory
    Associated volumes
    Call number: ZSP-201-78/5
    In: CRREL Report, 78-5
    Description / Table of Contents: The viscoelastic deflection of an infinite floating ice plate subjected to a circular load was solved, assuming the Maxwell-Voigt type four-element model. An effective method of numerical integration of the solution integrals was developed, of which each integrand contains a product of Bessel functions extending to infinity. The theoretical curve was fitted to the field data, but the material constants thus found varied with time and location.
    Type of Medium: Series available for loan
    Pages: iii, 32 Seiten , Illustrationen
    Series Statement: CRREL Report 78-5
    Language: English
    Note: CONTENTS Abstract Preface Introduction The problem The solution Method of numerical integration Ramp/steady loading Curve fitting to time lapse deflections Asymptotic deflection Deflection profiles Acknowledgement Literature cited Appendix I. Analytical background Appendix II. Computer programs, ramp time profiles and steady time profiles
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  • 27
    Series available for loan
    Series available for loan
    Hanover, NH : U.S. Army Cold Regions Research and Engineering Laboratory
    Associated volumes
    Call number: ZSP-201-78/1
    In: CRREL Report, 78-1
    Description / Table of Contents: The results of axial double point-load tests on disk samples of snow and ice obtained from the area of McMurdo Sound, Antarctica, are presented. They show the effects of temperature, sample length, load point diameter and specific gravity on failure load. It was determined that 13 samples should be tested to obtain a representative mean strength index. The results show that the axial double point-load test has good possibilities as a rapid field test for determining the unconfined comrpessive strength of snow and ice but that further evaluation of the variables affecting test results must be made.
    Type of Medium: Series available for loan
    Pages: iii, 11 Seiten , Illustrationen
    Series Statement: CRREL Report 78-1
    Language: English
    Note: CONTENTS Abstract Preface Introduction Test procedure Test program Test samples Number of test for determining strength index Effect of temperature Effect of sample length Effect of load point size Tests on snow Discussion Recommendations Literature cited
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  • 28
    Monograph available for loan
    Monograph available for loan
    Wageningen : Centre for Agricultural Publ. and Documentation
    Call number: PIK M 370-91-0161 ; MOP 44707 / Mitte
    Type of Medium: Monograph available for loan
    Pages: 175 Seiten , Illustrationen
    Edition: 2., revised and extended edition
    ISBN: 9022006522
    Series Statement: Simulation monographs
    Language: English
    Note: Contents 1 Introduction 1.1 Purpose 1.2 Some terminology 1.3 Electrical analogues 1.4 State determined systems 1.5 Simulation languages 2 Exponential growth 2.1 Analytical and numerical integration 2.2 Simulation 2.3 Time constant and time interval of integration 2.4 Integration method and time interval 3 The growth of yeast 3.1 Description of the system 3.2 Relational diagrams 3.3 Simulation 3.4 Logistic growth 4 Interference of plants 4.1 Replacement series 4.2 Density of sowing 4.3 Simulation of plant interference 4.4 Further modelling aspects 4.4.1 The INDEX and MACRO feature 4.4.2 The INITIAL and DYNAMIC section 5 Growth and competition of Paramecium 5.1 Description of the system 5.2 A simulation program 5.3 Preliminary estimation of parameters 5.4 Final determination of parameters 5.5 Stochastic aspects 5.6 The programming of probability functions 6 Modelling of development, dispersion and diffusion 6.1 Introduction 6.2 Physiological age and development stage 6.3 Demographic models 6.3.1 Age-classes 6.3.2 Errors of approximation 6.3.3 The matrix method 6.4 Germination models 6.4.1 Boxcar train without dispersion 6.4.2 Boxcar train with constant relative dispersion 6.4.3 Boxcar train with controlled dispersion 6.4.4 Refinements 6.5 The flow of heat in soils 7 Growth and development of Helminthosporium maydis 7.1 Introduction 7.2 The weather 7.3 Appearance and growth of lesions 7.4 Sporophore or stalk formation 7.5 Sporulation of green stalks 7.6 Sporulation of dried stalks 7.7 Dispersal of spores 7.8 Germination of spores and penetration of germtubes 7.9 Timing, initialization and output organization 7.10 Results and sensitivity analyses 8 Population models for fruit-tree red spider miteand predatory mites 8.1 Fruit-tree red spider mite 8.2 Predatory mite, Amblyseius potentillae 8.3 Relations between predator and prey 8.4 Preference as a competitive process 8.5 Verification 9 Solutions of the exercises References Appendix A Appendix B Index
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  • 29
    Monograph available for loan
    Monograph available for loan
    Amsterdam [u.a.] : Elsevier
    Call number: M 93.0227 ; M 304
    Type of Medium: Monograph available for loan
    Pages: X, 323 S.
    ISBN: 0444415661
    Language: English
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  • 30
    Monograph available for loan
    Monograph available for loan
    New York [u.a.] : Wiley
    Call number: M 93.0159 ; AWI A12-95-0120-1 ; AWI A12-95-0120-2 ; MOP 272 / Mitte
    Type of Medium: Monograph available for loan
    Pages: XIV, 351 S.
    ISBN: 0471035092
    Series Statement: A Wiley-Interscience publication
    Language: English
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  • 31
    Monograph available for loan
    Monograph available for loan
    Berlin [u.a.] : Springer
    Associated volumes
    Call number: 10/M 93.0251A/2
    In: Handbook of geochemistry
    Type of Medium: Monograph available for loan
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    Language: English
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  • 32
    Monograph available for loan
    Monograph available for loan
    Berlin [u.a.] : Springer
    Associated volumes
    Call number: 10/M 93.0251/4
    In: Handbook of geochemistry
    Type of Medium: Monograph available for loan
    Pages: Losebl.-Ausg.
    Language: English
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  • 33
    Series available for loan
    Series available for loan
    Hanover, NH : U.S. Army Cold Regions Research and Engineering Laboratory
    Associated volumes
    Call number: ZSP-201-78/26
    In: CRREL Report, 78-26
    Description / Table of Contents: Ice fog suppression experiments on the Fort Wainwright Power Plant cooling pond were conducted during the winters of 1974-76. Baseline information studies occupied a sizable portion of the available ice fog weather in 1974-75. Then hexadecanol was added to the pond and dramatically improved visibility by reducing fog generated from water vapor released by the pond at -14 C. Although this temperature was not low enough to create ice fog, the cold vapor fog created was equally as devastating to visibility in the vicinity of the pond. During the winter of 1975-76, suppression tests were continued using films of hexadecanol, mixes of hexadecanol and octadecanol, and ethylene glycol monobutyl ether (EGME). Suppression effectiveness at colder temperatures was stuided and limits to the techniques were probed. A reinforcing grid was constructed that prevented breakup of the film by wind and water currents. Lifetime tests indicated that EGME degrades much more slowly than either hexadecanol or the hexadecanol-octadecanol mix. The films were found to be very effective fog reducers at warmer temperatures but still allowed 20% to 40% of normal evaporation to occur. The vapor thus produced was sufficient to create some ice fog at lower temperatures, but this ice fog occurred less frequently and was more quickly dispersed than the thick fog that was present before application of the films.
    Type of Medium: Series available for loan
    Pages: iv, 27 Seiten , Illustrationen
    Series Statement: CRREL Report 78-26
    Language: English
    Note: CONTENTS Abstract Preface Introduction Ice fog from cooling ponds Evaporation Relative humidity and cold air Ice fog suppression Air movement Plastic films Rafts Injection wells Cooling towers Chemical films Reinforced film experiments Meteorological data collection Floating reinforcement grid Application of the hexadecanol film Hexadecanol, octadecanol mixes Ethylene glycol monobutyl ether Laboratory tests of suppression effectiveness Conclusions Literature cited Appendix A. Design for an automatic thin chemical film applicationsystem Appendix B. Meteorological data
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  • 34
    Series available for loan
    Series available for loan
    Hanover, NH : U.S. Army Cold Regions Research and Engineering Laboratory
    Associated volumes
    Call number: ZSP-201-78/22
    In: CRREL Report, 78-22
    Description / Table of Contents: Special environmental factors that influence the design, laying and maintenance of undersea pipelines and cables in polar waters are described. Various approaches to the protection of submarine pipes and cables are considered, and prime emphasis is given to burial techniques for shallow water. A wide range of methods for trenching and burying are discussed, and technical data are given.
    Type of Medium: Series available for loan
    Pages: v, 36 Seiten , Illustrationen
    Series Statement: CRREL Report 78-22
    Language: English
    Note: CONTENTS Abstract Preface Conversion factors Introduction Types of pipelines and cables Potential hazards to pipelines and cables Areas of concern Waterdepth Sea ice Icebergs and ice islands Submarine permafrost Ice gouging Seabed erosion by water jets Protection methods Protection of unburied pipes and cables Protection by burial Backhoe digging Wireline equipment Plowing and ripping from the surface Plowing and ripping by self-propelled seabed vehicles Bucket ladder dredges Suction dredging Conventional cutterhead dredges Low pressure water jetting Bottom-traveling cutterhead dredges Explosive methods Novel methods Disc saws, wheel ditchers and milling drums Ladder trenchers and chain saws Repetitive impulse devices High pressure water jets Flame jets and plasma torches Electrical discharge and electromagnetic radiation Chemical methods Conclusions Literature cited
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  • 35
    Series available for loan
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    Hanover, NH : U.S. Army Cold Regions Research and Engineering Laboratory
    Associated volumes
    Call number: ZSP-201-78/21
    In: CRREL Report, 78-21
    Description / Table of Contents: This study investigates the possibility of providing estimates of the time of occurrence and length of the freezing season for any location in East and West Germany by using the average Januavy air temperature (AJ AT) as an index. The results indicate that reliable values of the mean freezing index can be obtained from the AJAT relationships which are developed for Germany. This association is further verified using data from the northeastern part of the U.S., and the AJ AT is then used to determine the average starting and ending dates (and hence the probable length) of the freezing season for stations in Germany. The AJ AT and the average dates of snowfall occurrence for numerous locations in the U.S. and Germany are also correlated. Interrelationships between these parameters and the average number of days with snow on the ground for stations up to 3000 m in elevation in Germany are examined. A detailed AJ AT map for East and West Germany, in which data from 134 stations, latitude, altitude and regional influences are considered, is developed in order to make the relationships usable. A historical review of the literature on snow studies in Germany and a brief discussion of snow-cover interpretation by satellite photography are included
    Type of Medium: Series available for loan
    Pages: v, 48 Seiten , Illustrationen , 1 Karte
    Series Statement: CRREL Report 78-21
    Language: English
    Note: CONTENTS Abstract Preface Introduction Historical literature review Relationships between midwinter temperature and freezing season Mean freezing index 4 Average January air temperature U.S. comparative study Correlation of AJAT and duration of freezing season Relationships between average January air temperature and snow conditions U.S. relationships German relationships Mapping of average January air temperatures Analysis of observed AJ AT data Development of detailed maps Application and discussion Examples Influence of vegetation Literature cited Appendix A. interpretation of snow cover by satellite Appendix B. Contour, station elevation and Aj AT maps for East and West Germany
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  • 36
    Series available for loan
    Series available for loan
    Hanover, NH : U.S. Army Cold Regions Research and Engineering Laboratory
    Associated volumes
    Call number: ZSP-201-78/8
    In: CRREL Report, 78-8
    Description / Table of Contents: The interaction of a 5.1-GHz transverse electric surface wave with a dielectric slab is experimentally investigated. The wave is initially supported by a dielectric substrate resting upon a metallic ground-plane. A slab, made of the same dielectric material as the substrate and variable in height, is then placed upon the waveguide. The results for a small slab sitting on the substrate showed that the discontinuity was a very inefficient launcher of reflected surface waves. Investigations of these reflections with a trough waveguide showed that, for values of slab height comparable to the exponential decay height of the surface wave, the reflections remain very small. However, as the slab height is increased beyond the decay height, the reflected amplitude approaches the theoretical value for a plane wave reflected from the interface between air and the same dielectric. The results are applicable to surface wave methods of microwave deicing of wings and helicopter rotors.
    Type of Medium: Series available for loan
    Pages: v, 16 Seiten , Illustrationen
    Series Statement: CRREL Report 78-8
    Language: English
    Note: CONTENTS Abstract Preface Summary Introduction Background Objective and procedure Theory of plane surface waves Waveguide design and characteristics Physical apparatus Frequency characteristics Spatial distribution of Ey above the guide Guide wave length Surface wave interaction with a slab discontinuity Experiments with a trough Discussion and conclusions Literature cited
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  • 37
    Call number: ZSP-201-78/4
    In: CRREL Report, 78-4
    Description / Table of Contents: The use of radio-echo sounding records to indicate the presence of internal layers within large ice sheets is of interest to glaciologists because it offers a means of tracking the internal properties of the ice sheets over large distances. The interpretation of the reflections obtained in this manner is more valuable, however, if a physical property change relating to the glaciological regime can be related to the dielectric property change producing the radio-echo reflections. In this report, we use the measured physical properties of core to bedrock taken at Cape Folger, East Antarctica (66 deg 22 min s, 111 deg (E), 324-m depth), to compute a profile of dielectric properties and from this, a depth-reflection coefficient profile for comparison with observed radio-echo reflections. The measurements available on physical properties are: density variations, bubble size and shape changes, and crystal fabric variations. The depths of the strong reflections shown on the available radio-echo records are in reasonable agreement with the depths corresponding to the highest reflection coefficients computed from the combined physical property measurements. In calculations to differentiate the separate effects of different physical properties, it appears that density variations account for the primary contributions to the calculated dielectric property changes corresponding to the highest reflection coefficients. However, bubble changes alone can also account for reasonable, though lower, reflection coefficients at the appropriate depths. Crystal fabric variations correspond poorly with the reflection locations. Density variations are normally associated with depositional events in the history of the ice sheet.
    Type of Medium: Series available for loan
    Pages: vi, 12 Seiten , Illustrationen
    Series Statement: CRREL Report 78-4
    Language: English
    Note: CONTENTS Abstract Preface Nomenclature Introduction Derivation of the power reflection coefficient-depth variation Possible sources of dielectric constant variation with depth in ice sheets Ice density variations Effect of macroscopic impurity layers Effect of microscopic impurtty layers Changes in inclusion geometry Effect of crystal orientation changes Physical properties of the Cape Folger core Density-depth profile Air bubble-geometry depth profile Crystal orientation-depth profile Radio-echo sounding data Results and conclusions Literature cited
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  • 38
    Series available for loan
    Series available for loan
    Hanover, NH : U.S. Army Cold Regions Research and Engineering Laboratory
    Associated volumes
    Call number: ZSP-201-78/2
    In: CRREL Report, 78-2
    Description / Table of Contents: Many of the technical questions relating to iceberg transport are given brief, but quantitative, consideration. These include iceberg genesis and properties, the mechanical stability of icebergs at sea, towing forces and tug characteristics, drag coefficients, ablation rates, and handling and processing the iceberg at both the pick-up site and at the final destination. In particular the paper attempts to make technical information on glaciological and ice engineering aspects of the problem more readily available to the interested planner or engineer. Specific conclusions include: (1) No unprotected iceberg, no matter how long or wide, would be likely to survive the ablation caused by a long trip to low latitudes. (2) Icebergs that have a horizontal dimension exceeding 2 km may well be prone to breakup by long wavelength swells. (3) To avoid the dangers associated with an iceberg capsizing, the width of a 200-m thick iceberg should always be more than 300 m. (4) For towing efficiency the length/width ratio of a towed iceberg should be appreciably greater than unity. (5) For a pilot project, the selected iceberg would have to be quite small, if for no other reason than the practical availability of tug power.
    Type of Medium: Series available for loan
    Pages: v, 31 Seiten , Illustrationen
    Series Statement: CRREL Report 78-2
    Language: English
    Note: CONTENTS Abstract Preface Introduction Sources and properties of tabular icebergs Sources Characteristics of ice shelves near the ice front Characteristics of tabular icebergs Towing Geophysical and engineering considerations Tug characteristics Handling and processing Cutting and boring with thermal devices Penetration with electrothermal devices Electrothermal cutting Making vertical cuts by pre-split blasting Primary fragmentation by blasting Primary fragmentation by mechanical sawing Comminuting ice with machines Slurry pipelines Conclusion Literature cited
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  • 39
    Call number: ZSP-123-140
    In: ANARE Reports
    Type of Medium: Series available for loan
    Pages: IV, 96 S. : graph. Darst.
    ISBN: 0642253390
    Series Statement: ANARE Reports 140
    Language: English
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  • 40
    Call number: 9/MR 90.1102 ; MR 90.1103 ; M 93.0055/1
    In: Developments in precambrian geology
    Type of Medium: Monograph available for loan
    Pages: VIII, 406 S. : graph. Darst.
    Series Statement: Developments in precambrian geology 1
    Language: English
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  • 41
    Monograph available for loan
    Monograph available for loan
    Associated volumes
    Call number: 11/M 93.0253/2
    In: Rock-forming minerals
    Type of Medium: Monograph available for loan
    Pages: 668 S.
    Edition: 2nd ed.
    ISBN: 0582465222
    Classification:
    Mineralogy
    Language: English
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  • 42
    Monograph available for loan
    Monograph available for loan
    Amsterdam [u.a.] : Elsevier
    Associated volumes
    Call number: M 93.0229
    In: Developments in soil science
    Type of Medium: Monograph available for loan
    Pages: XIV, 281 S. : graph. Darst.
    Edition: 2. rev. ed.
    ISBN: 0444414355
    Series Statement: Developments in soil science 5A
    Language: English
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  • 43
    Monograph available for loan
    Monograph available for loan
    Hannover : Bundesanstalt für Geowissenschaften und Rohstoffe
    Associated volumes
    Call number: 9882/II ; M 93.0064/2
    In: The iron ore deposits of Europe and adjacent areas
    Type of Medium: Monograph available for loan
    Pages: 386 S. : graph. Darst.
    Language: English
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  • 44
    Call number: M 93.0154/5 ; 11/G 9206
    In: Developments in petrology
    Type of Medium: Monograph available for loan
    Pages: XI, 272 S.
    ISBN: 0444416587
    Series Statement: Developments in petrology 5
    Language: English
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  • 45
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    Berlin [u.a.] : Springer
    Associated volumes
    Call number: 10/M 93.0251/5
    In: Handbook of geochemistry
    Type of Medium: Monograph available for loan
    Pages: Losebl.-Ausg.
    Language: English
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  • 46
    Series available for loan
    Series available for loan
    Hanover, NH : U.S. Army Cold Regions Research and Engineering Laboratory
    Associated volumes
    Call number: ZSP-201-78/19
    In: CRREL Report, 78-19
    Type of Medium: Series available for loan
    Pages: iv, 21 Seiten , Illustrationen
    Series Statement: CRREL Report 78-19
    Language: English
    Note: CONTENTS Abstract Preface Introduction Previous work Methods and results Methods of analysis Salinity-chlorophyll a associations Discussion Comparison of ice and water column standing crops Estimated mass of ice associated chl. a Mechanism of ice algae formation in the Weddell Sea Differences between the biological environments of fast and drifting pack ice Conclusions Literature cited Appendix A. Species variations - ice and water column
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  • 47
    Call number: ZSP-201-78/12
    In: CRREL Report, 78-12
    Description / Table of Contents: Road test sections of membrane-enveloped silt and clay soils overlain with asphalt cement concrete were subjected to repetitive dynamic plate-bearing loadings to determine their strength variations during freeze-thaw cycles. The recoverable surface deformations in the load deflection bowl were continuously measured during the loading cycles and analyzed using the Chevron layered elastic computer program to obtain the in situ resilient deformation modulus of the various section layers at different stages of the freeze-thaw cycles. The resilient stiffness of the pavement system (the total load per unit of resilient load plate deflection) was also calculated for the various freeze-thaw conditions. The modulus values of the asphalt cement concrete varied inversely with its temperature by an order of magnetide (90,000 psi to 1,300,000 psi). The resilient stiffness of the pavement system varied in the same manner by nearly a factor of eight (228.4 kips/in. to 1740.2 kips/in.). Despite the wide strength variations of the sections during freeze-thaw cycles, membrane-enveloped fine-grained soils can be utilized instead of granular materials as base and subbase layers in flexible pavements in cold regions where moisture migration is a major concern. Moisture migration did not occur at saturation levels up to 75%, thus there was no strength loss during thawing.
    Type of Medium: Series available for loan
    Pages: v, 24 Seiten , Illustrationen
    Series Statement: CRREL Report 78-12
    Language: English
    Note: CONTENTS Abstract Preface Conversion factors: U.S.customary to metric units of measurement Introduction Freeze-thaw system Construction materials Controlled environment test section Outdoor sections Temperature monitoring instrumentation Repetitive plate bearing test apparatus Test results and analyses Conclusions Literature cited
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  • 48
    Call number: ZSP-201-78/28
    In: CRREL Report, 78-28
    Type of Medium: Series available for loan
    Pages: x, 112 Seiten , Illustrationen
    Series Statement: CRREL Report 78-28
    Language: English
    Note: CONTENTS Abstract Preface Conversion factors Introduction Descriptions of road test sections Test equipment and procedures Field repetitive plate bearing tests Data analysis General Layered-elastic analysis of the pavement systems Statistical analysis Flexural analysis Summary and conclusions Literature cited Appendix A: Resilient surface deflections for the test points
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  • 49
    Series available for loan
    Series available for loan
    Hanover, NH : U.S. Army Cold Regions Research and Engineering Laboratory
    Associated volumes
    Call number: ZSP-201-78/16
    In: CRREL Report, 78-16
    Description / Table of Contents: A model investigation of drifting snow conditions was conducted in a hydraulic flume using a sand-water analog. Model results were evaluated to define modeling parameters that would allow quantitative correlation between measured prototype drift conditions and the model. The modeled structure was the standard plan snow fence designed by the Wyoming Highway Department and installed along Interstate Highway 80 in 1971. The performance of this system was documented by the Rocky Mountain Forest and Range Experiment Station of the U.S. Forest Service. Models of the fence were constructed for three heights and two geometric scales. Geometric scaling was based on terrain roughness and boundary layer thickness considerations, while velocity scaling was based on particle fall velocity and threshold of motion characteristics. Simulation of the atmospheric boundary layer was found to be of primary importance. Velocity scaling analysis suggested the use of a 'significant wind' concept based on a combination of velocity magnitude and frequency. Similarity of precipitation rate was not essential, and could be altered within limits to adjust the time scale. The response of the model to the shape of model elements was significant. Although the model is distorted and inexact similarity is achieved, it appears useful on a practical basis.
    Type of Medium: Series available for loan
    Pages: vi, 26 Seiten , Illustrationen
    Series Statement: CRREL Report 78-16
    Language: English
    Note: CONTENTS Abstract Preface Nomenclature Introduction Background Experimental design Similitude considerations The model Model operation Results Velocity Fence height Porosity Model correlation Summary and conclusions Recommeqdations for future work Literature cited Appendix A
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  • 50
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    Series available for loan
    Hanover, NH : U.S. Army Cold Regions Research and Engineering Laboratory
    Associated volumes
    Call number: ZSP-201-78/15
    In: CRREL Report, 78-15
    Description / Table of Contents: This report first discusses the general approach for calculating the horizontal forces an ice cover exerts on a structure. Ice force determination consists of two parts: (1) the analysis of the in-plane forces assuming that the ice cover remains intact and (2) the use of a failure criterion, since an ice force cannot be larger than the force capable of breaking up the ice cover. For an estimate of the largest ice force, an elastic plate analysis and a failure criterion are often sufficient. A review of the literature revealed that, in the majority of the analyses, it is assumed that the failure load is directly related to a 'crushing strength' of the ice cover. However, observations in the field and tests in the laboratory show that in some instances the ice cover fails by buckling. This report reviews the ice force analyses based on the buckling failure mechanism and points out their shortcomings. The report then presents a new method of analysis which is based on the buckling mechanism
    Type of Medium: Series available for loan
    Pages: iv, 13 Seiten , Illustrationen
    Series Statement: CRREL Report 78-15
    Language: English
    Note: CONTENTS Abstract Preface Introduction and statement of problem Review of relevant analyses and tests Determination of the largest ice force on an isolated structure Preliminary remarks The buckling analysis of a floating wedge Proposed method to determine Literature cited
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  • 51
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    Hanover, NH : U.S. Army Cold Regions Research and Engineering Laboratory
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    Call number: ZSP-201-78/3
    In: CRREL Report, 78-3
    Description / Table of Contents: The mathematical theory for the bearing capacity of river ice for vehicles is presented. The floating ice sheet is assumed to have simple supports at the shore line. Solutions are presented for loads uniformly distributed over circular and rectangular areas. Numerical evaluations are made for a number of vehicles and the results presented in graphical form
    Type of Medium: Series available for loan
    Pages: iii, 22 Seiten , Illustrationen
    Series Statement: CRREL Report 78-3
    Language: English
    Note: CONTENTS Abstract Preface Conversion factors: U.S. customary to metric (SI) units of measurement Introduction Theory Solution by superposition Solution by Fourier integral Solution by Fourier series Application and results Literature cited Appendix A: Bearing capacity of river ice for military vehicles Appendix B: Vehicle specifications Appendix C: Fortran II computer program
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  • 52
    Monograph available for loan
    Monograph available for loan
    Budapest : Akad. Kiadó
    Call number: G 7371 ; 11528 ; M 93.0161
    Type of Medium: Monograph available for loan
    Pages: 272 S. : graph. Darst.
    ISBN: 9630514427
    Language: English
    Location: Upper compact magazine
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  • 53
    Call number: M 93.0116
    Type of Medium: Monograph available for loan
    Pages: IX, 619 S. : Ill.
    ISBN: 0471014885
    Language: English
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  • 54
    Monograph available for loan
    Monograph available for loan
    Berlin [u.a.] : Springer
    Associated volumes
    Call number: 10/M 93.0251A/6
    In: Handbook of geochemistry
    Type of Medium: Monograph available for loan
    Pages: Losebl.-Ausg.
    Language: English
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  • 55
    Series available for loan
    Series available for loan
    Hanover, NH : U.S. Army Cold Regions Research and Engineering Laboratory
    Associated volumes
    Call number: ZSP-201-78/14
    In: CRREL Report, 78-14
    Description / Table of Contents: The analytical solution and the numerical study of the eigenvalue problem for determining the buckling pressure of an infinite elastic plate floating on water and stressed uniformly along the periphery of an internal hole is presented. The boundary conditions considered are the clamped-, simple-, and free-edge conditions. Small buckling pressure occurs only for the free-edge condition. The shape of the deflection for the free-edge condition suggests that buckling is an important mechanism of failure.
    Type of Medium: Series available for loan
    Pages: v, 55 Seiten , Illustrationen
    Series Statement: CRREL Report 78-14
    Language: English
    Note: CONTENTS Abstract Preface Nomenclature Introduction 1. The problem 2. Abstract of the result Part I. Fundamental solutions 3. Fuchsian type solutions 4. Contour integral solution 5. Integration of the integral solution 6. Fundamental solutions for α = 1 7. Fundamental solutions for α = 0 8. Eigenvalues for α = 0 9. Fundamental solutions for α 〉 1 Part II. Asymptotic expansions 10. Asymptotic expansion for 0 〈 α ⩽1 11. Asymptotic expansion for 1 ≦ α ≦ 2 12. Asymptotic expansion for 2 ≦ α ≦ ∞ Part III. Eigenvalues 13. Range of eigenvalues 14. Eigenvalues for the free-edge condition 15. Eigenvalues for the clamped-edge and simple-edge conditions 16. Deflection Acknowledgement Literature cited Appendix A. Analytical continuation at the singular point Appendix B. Tensorial transformations Appendix C. Comparison of the semi-infinite plate buckling with the asymptotic buckling
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  • 56
    Series available for loan
    Series available for loan
    Hanover, NH : U.S. Army Cold Regions Research and Engineering Laboratory
    Associated volumes
    Call number: ZSP-201-78/27
    In: CRREL Report, 78-27
    Description / Table of Contents: Uniaxial compression and tension tests were conducted on polycrystalline snow-ice to determine the effect of temperature on its strength. Test temperatures ranged from -O.1C to -54C. Two machine speeds, 0.847 mm/s and84.7 mm/s were used for the constant displacement rate tests. The compressive strength at -54C was about oneorder of magnitude higher than at -0.1C. The tensile strength at -18C was about 20% higher than at 0.1C. The initial tangent and 50% strength moduli are given for the compression tests, while the secant modulus to failure is given for the tension tests.The mode of fracture is discussed and the test results are compared with data from other investigations.
    Type of Medium: Series available for loan
    Pages: iii, 22 Seiten , Illustrationen
    Series Statement: CRREL Report 78-27
    Language: English
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  • 57
    Series available for loan
    Series available for loan
    Hanover, NH : U.S. Army Cold Regions Research and Engineering Laboratory
    Associated volumes
    Call number: ZSP-201-78/17
    In: CRREL Report, 78-17
    Description / Table of Contents: Abstract: This investigation utilized historical and recent aerial photographs and satellite imagery in 1) estimating changes in positions of the high-water line and sea cliff break and base, in rates of accretion and/or erosion, and in volumes of transported sediment, and 2) providing a preliminary evaluation of the direction of littoral transport along the outer Cape Cod coast. Using aerial photographs acquired in 1938, 1952, 1971 and 1974 with manual photointerpretation techniques, changes in the distances from selected reference points to the cliff break, cliff base and the high-water line were measured. LANDSAT-1 and -2 imagery acquired from 1 September 1972 to 28 May 1975 was evaluated for use in determining the directions of littoral transport that are active the predominant amount of time. Although the imagery has been very useful for this purpose at other locations, it proved to be useless along the outer shore of Cape Cod. Largest net migrations of the high water line from 1938 to 1974 occurred in the northern and southern portions of this coast. The northern maximum high water line was 321.4 ft, the southern was 1794.6 ft. The central portion of the coast was generally more stable with changes varying from 6.8 to 157.6 ft. Cliff-base recession rates varied from 0.4 to 7.3 ft/yr. Maximum estimated net volume of sediment deposited per linear foot of beach from 1938 to 1974 was 334 yd^3 (based on 2 yd^3/ft of recession or accretion); maximum eroded was 914 yd^3. Changes in the configuration of spits were used to evaluate directions of littoral transport since suspended sediment concentrations were generally not sufficient to act as natural tracers of surface currents. Based on the literature and a determination of the portion of the coast perpendicular to the direction of dominant wave approach, the location of the nodal zone for predominant littoral directions of drift probably shifts between the area near Spectacle Pond and North Truro Air Force Station. This investigation has illustrated a photo interpretation technique that is useful in performing a reconnaissance of coastal change. The data obtained from this method can be used to supplement those acquired by ground surveys and are valid as first approximations for planning subsequent, more detailed surveys.
    Type of Medium: Series available for loan
    Pages: vi, 49 Seiten , Illustrationen
    Series Statement: CRREL Report 78-17
    Language: English
    Note: CONTENTS Abstract Preface Conversion factors: U.S. customary to metric units of measurement Introduction Background Previous investigations Analytical procedures Results and discussion Shoreline changes: High-water line Shoreline changes: Cliff recession Volumetric changes Nodal zone location and direction of littoral transport Error evaluation Summary and conclusions Future research Selected bibliography Appendix A: Maps of shoreline with overlays for 1938, 1952, 1971 and 1974 Appendix B: Supplementary data for estimating shoreline change
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  • 58
    Series available for loan
    Series available for loan
    Hanover, NH : U.S. Army Cold Regions Research and Engineering Laboratory
    Associated volumes
    Call number: ZSP-201-78/7
    In: CRREL Report, 78-7
    Description / Table of Contents: The theory of non-coaxial in-plane plastic deformation of soils that obey the Coulomb yield criterion is presented. The constitutive equations are derived by use of the geometry of the Mohr circle and the theory of characteristic lines. It is found that, for solving a boundary value problem, the non-coaxial angle must be given such values that enable us to accommodate the presupposed type of flow in the given domain satisfying the given boundary conditions. The non-coaxial angle is contained in the constitutive equations as a parameter. Therefore, the plastic material obeying the Coulomb yield criterion is a singular material whose constitutive equations are not constant with material but are variable with flow conditions.
    Type of Medium: Series available for loan
    Pages: iii, 28 Seiten , Illustrationen
    Series Statement: CRREL Report 78-7
    Language: English
    Note: CONTENTS Abstrac Preface Introduction Analysis of stress Geometry of the Mohr circle Stress characteristic directions Analysis of strain rate Constitutive equations Strain-rate characteristic directions Constitutive geometry Strain-rate tensor The dyadic expression Plastic work rate Coordinate transformation Example The stress solution Velocity equations in the a-characteristic curvilinear coordinates The constant speed solution Velocity equations in the constant density region Solution in the first constant-density subregion Solution in the second constant-density subregion Solution in the passive region Conclusion Literature cited
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  • 59
    Series available for loan
    Series available for loan
    Hanover, NH : U.S. Army Cold Regions Research and Engineering Laboratory
    Associated volumes
    Call number: ZSP-201-78/6
    In: CRREL Report, 78-6
    Description / Table of Contents: A new freezing mechanism, called segregation freezing, is proposed to explain the generation of the suction force that draws pore water up to the freezing surface of a growing ice lens. The segregation freezing temperature is derived by applying thermodynamics to a soil mechanics concept that distinguishes the effective pressure from the neutral pressure. The frost-heaving pressure is formulated in the solution of the differential equations of the simultaneous flow of heat and water, of which the segregation freezing temperature is one of the boundary conditions.
    Type of Medium: Series available for loan
    Pages: iv, 13 Seiten , Illustrationen
    Series Statement: CRREL Report 78-6
    Language: English
    Note: CONTENTS Abstract Preface Nomenclature Introduction Segregation freezing Analysis Heat conduction in the nascent ice layer Water flow in the unfrozen soil Heat transfer in the unfrozen soil Energy balance at the segregation-freezing front Numerical computation Literature cited Appendix A. Essence of Portnov’s method Appendix B. Frost-heaving without air available
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  • 60
    Call number: SR 90.0002(1003)
    In: Professional paper
    Type of Medium: Series available for loan
    Pages: IV, 71 S. + 3 pl.
    Series Statement: U.S. Geological Survey professional paper 1003
    Language: English
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  • 61
    Series available for loan
    Series available for loan
    Washington, DC : United States Gov. Print. Off.
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    Call number: SR 90.0002(1053)
    In: Professional paper
    Type of Medium: Series available for loan
    Pages: V, 39 S.
    Series Statement: U.S. Geological Survey professional paper 1053
    Language: English
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  • 62
    Series available for loan
    Series available for loan
    Washington, DC : United States Gov. Print. Off.
    Associated volumes
    Call number: SR 90.0002(1060)
    In: Professional paper
    Type of Medium: Series available for loan
    Pages: III, 18 S. + 2 pl.
    Series Statement: U.S. Geological Survey professional paper 1060
    Language: English
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  • 63
    Series available for loan
    Series available for loan
    Washington, DC : United States Gov. Print. Off.
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    Call number: SR 90.0002(1068)
    In: Professional paper
    Type of Medium: Series available for loan
    Pages: III, 19 S.
    Series Statement: U.S. Geological Survey professional paper 1068
    Language: English
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  • 64
    Call number: SR 90.0002(1016)
    In: Professional paper
    Type of Medium: Series available for loan
    Pages: V, 95 S. + 5 pl.
    Series Statement: U.S. Geological Survey professional paper 1016
    Language: English
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  • 65
    Call number: SR 90.0008(77-19)
    In: Paper
    Type of Medium: Series available for loan
    Pages: 17 S.
    ISBN: 0660015188
    Series Statement: Paper / Geological Survey of Canada 77-19
    Language: English
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  • 66
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    Series available for loan
    Ottawa : Geological Survey of Canada
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    Call number: SR 90.0007(253)
    In: Bulletin
    Type of Medium: Series available for loan
    Pages: 62 S. + 3 pl.
    ISBN: 0660008491
    Series Statement: Bulletin / Geological Survey of Canada 253
    Language: English
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  • 67
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    Series available for loan
    Washington, DC : United States Gov. Print. Off.
    Associated volumes
    Call number: SR 90.0003(791)
    In: U.S. Geological Survey circular
    Type of Medium: Series available for loan
    Pages: III, 171 S.
    Series Statement: U.S. Geological Survey circular 791
    Language: English
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  • 68
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    Series available for loan
    Ottawa : Geological Survey of Canada
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    Call number: SR 90.0008(75-13)
    In: Paper
    Type of Medium: Series available for loan
    Pages: 39 S. + 2 pl.
    Series Statement: Paper / Geological Survey of Canada 75-13
    Language: English
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  • 69
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    Series available for loan
    Ottawa : Geological Survey of Canada
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    Call number: SR 90.0008(78-5)
    In: Paper
    Type of Medium: Series available for loan
    Pages: V, 147 S.
    ISBN: 0660100339
    Series Statement: Paper / Geological Survey of Canada 78-5
    Language: English
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  • 70
    Call number: SR 90.0008(78-15)
    In: Paper
    Type of Medium: Series available for loan
    Pages: 21 S. + 1 pl.
    ISBN: 0660100320
    Series Statement: Paper / Geological Survey of Canada 78-15
    Language: English
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  • 71
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    Series available for loan
    Ottawa : Geological Survey of Canada
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    Call number: SR 90.0008(77-14)
    In: Paper
    Type of Medium: Series available for loan
    Pages: 70 S.
    ISBN: 0660015072
    Series Statement: Paper / Geological Survey of Canada 77-14
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  • 72
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    Series available for loan
    Ottawa : Geological Survey of Canada
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    Call number: SR 90.0008(78-21)
    In: Paper
    Type of Medium: Series available for loan
    Pages: 27 S.
    ISBN: 0660100304
    Series Statement: Paper / Geological Survey of Canada 78-21
    Language: English
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  • 73
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    Series available for loan
    Ottawa : Geological Survey of Canada
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    Call number: SR 90.0008(78-7)
    In: Paper
    Type of Medium: Series available for loan
    Pages: 20 S.
    ISBN: 0660102250
    Series Statement: Paper / Geological Survey of Canada 78-7
    Language: English
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  • 74
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    Series available for loan
    Ottawa : Geological Survey of Canada
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    Call number: SR 90.0009(384)
    In: Memoir
    Type of Medium: Series available for loan
    Pages: 84 S. + 4 pl.
    ISBN: 0660008319
    Series Statement: Memoir / Geological Survey of Canada 384
    Language: English
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  • 75
    Monograph available for loan
    Monograph available for loan
    Zaragoza : Institucion "Fernando el Catolico"
    Call number: M 99.0197
    Type of Medium: Monograph available for loan
    Pages: iv, 441 S.
    ISBN: 8478204849
    Classification:
    Petrology, Petrography
    Language: English
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  • 76
    Call number: SR 91.1609(30/1)
    In: Mededelingen
    Type of Medium: Series available for loan
    Pages: 34 S.
    Series Statement: Mededelingen / Rijks Geologische Dienst N.S., vol.30, no.1
    Language: English
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  • 77
    Call number: SR 90.0017(11)
    In: Cruise report
    Type of Medium: Series available for loan
    Pages: 72 S.
    Series Statement: Cruise report / Geological Survey of Japan 11
    Language: English
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  • 78
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    Espoo
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    Call number: SR 92.0097(32)
    In: The solution of the electric field intensity and potential of a point current source in a two-dimensional environment with antisotropic conductivity
    In: Report of investigation = Tutkimusraportti
    Type of Medium: Series available for loan
    Pages: 18 S.
    ISBN: 9516900879
    Series Statement: 32
    Language: English
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  • 79
    Call number: SR 93.0768(742)
    In: Sveriges Geologiska Undersökning
    Type of Medium: Series available for loan
    Pages: 35 S. + 1 Kt.-Beil.
    ISBN: 9171581391
    Series Statement: Sveriges geologiska undersökning : Ser. C, Avhandlingar och uppsatser 742
    Language: English
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  • 80
    Call number: SR 93.0767(49)
    In: Sveriges geologiska undersökning. Serie Ca, Avhandlingar och uppsater
    Type of Medium: Series available for loan
    Pages: 40 S.
    ISBN: 9171581545
    Series Statement: Sveriges geologiska undersökning : Ser. Ca, Avhandlingar och uppsatser 49
    Language: English
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  • 81
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    Espoo
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    Call number: SR 92.0097(29)
    In: Report of investigation = Tutkimusraportti
    Type of Medium: Series available for loan
    Pages: 23 S.
    ISBN: 9516900844
    Series Statement: Report of investigation / Geological Survey of Finland 29
    Language: Finnish
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  • 82
    Call number: SR 92.0097(24)
    In: Report of investigation = Tutkimusraportti
    Type of Medium: Series available for loan
    Pages: 64 S.
    ISBN: 9516900658
    Series Statement: Report of investigation / Geological Survey of Finland 24
    Language: Finnish
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  • 83
    Call number: SR 93.0768(759)
    In: Sveriges Geologiska Undersökning
    Type of Medium: Series available for loan
    Pages: 26 S.
    ISBN: 9171581642
    Series Statement: Sveriges geologiska undersökning : Ser. C, Avhandlingar och uppsatser 759
    Language: English
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  • 84
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    Monograph available for loan
    Geneva : The International Federation of Read Cross and Red Crescent Societies
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    Call number: M 00.0149
    In: World disasters report ...
    Type of Medium: Monograph available for loan
    Pages: 198 S.
    ISBN: 9291390534
    Language: English
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  • 85
    Monograph available for loan
    Monograph available for loan
    Washington : Henry
    Call number: M 99.0421
    Type of Medium: Monograph available for loan
    Pages: xvii, 351 S.
    ISBN: 0309063604
    Classification:
    B.2.
    Language: English
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  • 86
    Call number: SR 99.0125(235)
    In: Deutsche Geodätische Kommission bei der Bayerischen Akademie der Wissenschaften
    Type of Medium: Series available for loan
    Pages: 24 S. + 1 Beil.
    ISBN: 3769685334
    Series Statement: Deutsche Geodätische Kommission bei der Bayerischen Akademie der Wissenschaften : Reihe B, Angewandte Geodäsie 235
    Language: English
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  • 87
    Call number: S 96.0498(292) ; ZSP-686-292
    In: Report
    Type of Medium: Series available for loan
    Pages: 4 S.
    ISSN: 0937-1060
    Series Statement: Report / Max-Planck-Institut für Meteorologie 292
    Classification:
    Meteorology and Climatology
    Language: English
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  • 88
    Call number: M 91.0896 ; 10213
    Type of Medium: Monograph available for loan
    Pages: 496 S.
    Language: English
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  • 89
    Call number: SR 90.0086(86)
    In: Veröffentlichungen des Finnischen Geodätischen Institutes = Suomen Geodeettisen Laitoksen Julkaisuja = Publications of the Finnish Geodetic Institute
    Type of Medium: Series available for loan
    Pages: 30 S.
    ISBN: 9517110464
    Series Statement: Veröffentlichungen des Finnischen Geodätischen Institutes 86
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  • 90
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    Series available for loan
    Washington, DC : United States Gov. Print. Off.
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    Call number: SR 90.0002(1041)
    In: Professional paper
    Type of Medium: Series available for loan
    Pages: III, 42 S. + 1 pl.
    Series Statement: U.S. Geological Survey professional paper 1041
    Language: English
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  • 91
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    Call number: SR 90.0002(1044-A)
    In: Professional paper
    Type of Medium: Series available for loan
    Pages: IV, A-60 S. + 1 pl.
    Series Statement: U.S. Geological Survey professional paper 1044-A
    Language: English
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  • 92
    Call number: SR 90.0002(712-D)
    In: Professional paper
    Type of Medium: Series available for loan
    Pages: IV, D-28 S. + 1 pl.
    Series Statement: U.S. Geological Survey professional paper 712-D
    Language: English
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  • 93
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    Series available for loan
    Washington, DC : United States Gov. Print. Off.
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    Call number: SR 90.0002(813-K)
    In: Professional paper
    Type of Medium: Series available for loan
    Pages: VI, K-25 S.
    Series Statement: U.S. Geological Survey professional paper 813-K
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  • 94
    Call number: SR 90.0002(1023)
    In: Professional paper
    Type of Medium: Series available for loan
    Pages: III, 20 S. + 3 pl.
    Series Statement: U.S. Geological Survey professional paper 1023
    Language: English
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  • 95
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    Series available for loan
    Washington, DC : United States Gov. Print. Off.
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    Call number: SR 90.0002(1039)
    In: Professional paper
    Type of Medium: Series available for loan
    Pages: III, 17 S. + 1 pl.
    Series Statement: U.S. Geological Survey professional paper 1039
    Language: English
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  • 96
    Call number: SR 90.0008(77-33)
    In: Paper
    Type of Medium: Series available for loan
    Pages: 19 S. + 4 pl., 2 mircofiche
    ISBN: 0660015196
    Series Statement: Paper / Geological Survey of Canada 77-33
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  • 97
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    Series available for loan
    Ottawa : Geological Survey of Canada
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    Call number: SR 90.0007(267)
    In: Bulletin
    Type of Medium: Series available for loan
    Pages: 75 S.
    ISBN: 0660008238
    Series Statement: Bulletin / Geological Survey of Canada 267
    Language: English
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  • 98
    Call number: M 99.0204 ; AWI Bio-99-0155
    Description / Table of Contents: Diatoms are microscopic algae which are found in virtually every habitat where water is present. This volume is an up-to-date summary of the expanding field of their uses in environmental and earth sciences. Their abundance and wide distribution , and their well-preserved, glass-like walls make them ideal tools for a wide range of applications as both fossils and living organisms. Examples of their wide range of applications include use as environmental indicators, for oil exploration, and for forensic examination. The major emphasis is on their use in analyzing ecological problems such as climate change, acidification and eutrophication. The contributors to the volume are leading researchers in their fields and are brought together for the first time to give a timely synopsis of a dynamic and important area. This book should be read by environmental scientists, phycologists, limnologists, ecologists and paleoecologists, oceanographers, archeologists and forensic scientists.
    Type of Medium: Monograph available for loan
    Pages: xii, 469 Seiten , Illustrationen
    ISBN: 0521582814
    Classification:
    Paleontology
    Language: English
    Note: Contents Preface Part I Introduction 1 Applications and uses of diatoms: prologue / EUGENE F. STOERMER AND JOHN P. SMOL Part II Diatoms as indicators of environmental change in flowing waters and lakes 2 Assessing environmental conditions in rivers and streams with diatoms / R. JAN STEVENSON AND YANGDONG PAN 3 Diatoms as indicators of hydrologic and climatic change in saline lakes / SHERILYN C. FRITZ, BRIAN F. CUMMING, FRANQOISE GASSE, AND KATHLEEN R. LAIRD 4 Diatoms as mediators of biogeochemical silica depletion in the Laurentian Great Lakes / CLAIRE L. SCHELSKE 5 Diatoms as indicators of surface water acidity / RICHARD W. BATTARBEE, DONALD F. CHARLES, SUSHIL S. DIXIT, AND INGEMAR RENBERG 6 Diatoms as indicators of lake eutrophication / ROLAND I. HALL AND JOHN P. SMOL 7 Continental diatoms as indicators of long-term environmental change / J. PLATT BRADBURY 8 Diatoms as indicators of water level change in freshwater lakes / JULIE A. WOLIN AND HAMISH C. DUTHIE Part III Diatoms as indicators in extreme environments 9 Diatoms as indicators of environmental change near arctic and alpine treeline / ANDRE F. LOTTER, REINHARD PIENITZ, AND ROLAND SCHMIDT 10 Freshwater diatoms as indicators of environmental change in the High Arctic / MARIANNE S. V. DOUGLAS AND JOHN P. SMOL 11 Diatoms as indicators of enviromental change in antarctic freshwaters / SARAH A. SPAULDING AND DIANE M. MCKNIGHT 12 Diatoms of aerial habitats / JEFFREY R. JOHANSEN Part IV Diatoms as indicators in marine and estuarine environments 13 Diatoms as indicators of coastal paleoenvironments and relative sea-level change / LUC DENYS AND HEIN DE WOLF 14 Diatoms and environmental change in brackish waters / PAULI SNOEIJS 15 Applied diatom studies in estuaries and shallow coastal environments / MICHAEL J. SULLIVAN 16 Estuarine paleoenyironmental reconstructions using diatoms / SHERRI R. COOPER 17 Diatoms and marine paleoceanography / CONSTANCE SANCETTA PartV Other applications 18 Diatoms and archeology / STEVEN JUGGINS AND NIGEL CAMERON 19 Diatoms in oil and gas exploration / WILLIAM N. KREBS 20 Forensic science and diatoms / ANTHONY J. PEABODY 21 Toxic and harmful marine diatoms / GRETA A. FRYXELL AND MARIA C. VILLAC 22 Diatoms as markers of atmospheric transport / MARGARET A. HARPER 23 Diatomite / DAVID M. HARWOOD Part VI Conclusions 24 Epilogue: a view to the future / EUGENE F. STOERMER AND JOHN P. SMOL Glossary, and acronyms Index
    Location: Upper compact magazine
    Location: AWI Reading room
    Branch Library: GFZ Library
    Branch Library: AWI Library
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  • 99
    Series available for loan
    Series available for loan
    Ottawa : Geological Survey of Canada
    Associated volumes
    Call number: SR 90.0008(76-12)
    In: Paper
    Type of Medium: Series available for loan
    Pages: 35 S + 1 pl.
    ISBN: 066001517X
    Series Statement: Paper / Geological Survey of Canada 76-12
    Language: English
    Location: Lower compact magazine
    Branch Library: GFZ Library
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  • 100
    Series available for loan
    Series available for loan
    Ottawa : Geological Survey of Canada
    Associated volumes
    Call number: SR 90.0008(76-20)
    In: Paper
    Type of Medium: Series available for loan
    Pages: 25 S. + 1 pl.
    ISBN: 0660008017
    Series Statement: Paper / Geological Survey of Canada 76-20
    Language: English
    Location: Lower compact magazine
    Branch Library: GFZ Library
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