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  • English  (356)
  • Russian  (25)
  • 1995-1999  (5)
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  • 1978  (380)
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  • 1
    Call number: MOP Per 607(212)
    In: Trudy
    Type of Medium: Monograph available for loan
    Pages: 109 S.
    Series Statement: Trudy / Gidrometeorologičeskij Naučno-Issledovatel'skij Centr SSSR 212
    Language: Russian
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  • 2
    Monograph available for loan
    Monograph available for loan
    Associated volumes
    Call number: 11/M 93.1114 ; M 93.0250/1
    In: Mineral deposits of Europe
    Type of Medium: Monograph available for loan
    Pages: xi, 362 S.
    ISBN: 0900488441
    Classification:
    Deposits
    Language: English
    Location: Reading room
    Location: Upper compact magazine
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  • 3
    Monograph available for loan
    Monograph available for loan
    Leningrad : Gidrometeoizdat
    Call number: MOP 45227 / Mitte ; MOP 45692 / Mitte
    Type of Medium: Monograph available for loan
    Pages: 159 Seiten , Illustrationen
    Language: Russian
    Location: MOP - must be ordered
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  • 4
    Monograph available for loan
    Monograph available for loan
    Paris : UNESCO
    Call number: MOP 44887
    Type of Medium: Monograph available for loan
    Pages: Kt.
    Uniform Title: Atlas mirovogo vodnogo balansa
    Language: English
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  • 5
    Monograph available for loan
    Monograph available for loan
    Orsay, France : Les editions de physique
    Call number: M 94.0516
    Type of Medium: Monograph available for loan
    Pages: VIII, 705 S.
    ISBN: 2902731167
    Classification:
    C.3.8.
    Language: English
    Location: Upper compact magazine
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  • 6
    Series available for loan
    Series available for loan
    Berlin : Nationalkomitee für Geodäsie und Geophysik der Deutschen Demokratischen Republik
    Associated volumes
    Call number: MOP Per 581(3/40) ; ZSP-319/C-40 ; ZSP-319/C-40(2.Ex.)
    In: Geodätische und Geophysikalische Veröffentlichungen : Reihe 3, Physik der festen Erde, Heft 40
    Type of Medium: Series available for loan
    Pages: 68 Seiten , Illustrationen
    ISSN: 0435-6187
    Series Statement: Geodätische und Geophysikalische Veröffentlichungen : Reihe 3, Physik der festen Erde 40
    Language: German , Russian
    Note: Inhaltsverzeichnis Summary, Rezjume 1. Einleitung 2. Das Bewegungsverhalten von Eismassen, seine Untersuchung und Modellierung 2.1. Zum Modellbegriff 2.2. Typische Eismassen und ihr Bewegungsverhalten 2.2.1. Zur Theorie der Eisbewegung 2.2.2. Gletscher 2.2.3. Schelfeis und Eiskappe 2.3. Die Ermittlung von Eisbewegungen durch geodätische Verfahren 2.3.1. Die Vorplanung der Messungen 2.3.2. Die Durchführung der Messungen 2.3.3. Reduktion der Beobachtungen 2.3.4. Berechnung der Eisbewegungen 2.4. Das trendbehaftete vektorielle Zufallsfeld - Modell zur Beschreibung des Geschwindigkeitsfeldes einer Eismasse - in der Theorie stochastischer Prozesse 2.4.1. Definition des Vektorfeldes 2.4.2. Das Geschwindigkeitsfeld einer Eismasse - trendbehaftetes vektorielles Zufallsfeld 2.4.3. Definition eines vektoriellen Zufallsfeldes 2.4.4. Wahrscheinlichkeitsdichte und Verteilungsfunktion 2.4.5. Die Momente und die Korrelationsfunktionen 2.4.6. Vektorielle Zufallsfelder mit Hormalverteilungsgesetz 2.4.7. Homogene und isotrope vektorielle Zufallsfelder 2.4.8. Das Ergodenproblem 3. Das Konzept der Kollokation und seine Anwendung auf die Bearbeitung von Eisbewegungsmessungen 3.1. Zur Theorie der Kollokation 3.1.1. Das Kollokationsmodell von Moritz [40] 3.1.2. Nichtlineare Prädiktion nach Grafarend [12] 3.1.3. Kollokation von Vektorgrößen 3.2. Analyse und Bearbeitung des Datenmaterials 3.2.1. Die Trendbestimmung 3.2.2. Die Analyse des Zufallsfeldes 3.3. Das Kollokationsmodell bei der Bearbeitung von Eisbewegungsmessungen 3.3.1. Zuordnung und Interpretation der Größen 3.3.2. Zur zeitlichen Variation des Geschwindigkeitsfeldes einer Eismasse 3.3.3. Kollokation mit den ursprünglichen reduzierten Beobachtungen 4. Praktische Untersuchungen 4.1. Geschwindigkeitsquerprofile des Fedtschenko-Gletschers (Pamir) 4.2. Geschwindigkeitslängsprofil des Kongsvegen-Gletschers (Spitzbergen) 4.3. Geschwindigkeitslängsprofil des Hays-Gletschers (Antarktika) 4.4. Geschwindigkeitsquerprofil des Ross-Schelfeises (Antarktika) 4.5. Vergleich mit früheren Untersuchungen zur Abschätzung von Geschwindigkeitskorrelationen natürlicher Eismassen 5. Zusammenfassung 6. Literaturverzeichnis , Zusammenfassung in englischer und russischer Sprache
    Location: MOP - must be ordered
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  • 7
    Call number: MOP Per 283(411)
    In: Trudy
    Type of Medium: Monograph available for loan
    Pages: 124 S.
    Series Statement: Trudy / Glavnaja Geofiziceskaja Observatorija Imeni A. I. Voejkova 411
    Language: Russian
    Note: In kyrill. Schr.
    Location: MOP - must be ordered
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  • 8
    Call number: SR 90.0018(129) ; ZSP-183-129
    In: Bulletin / Grønlands Geologiske Undersøgelse, No. 129
    Description / Table of Contents: The Holocene stratigraphy in Scoresby Sund is based on climatic change as reflected by fluctuations in fjord and valley glaciers, immigration and extinction of marine molluscs, and the vegetation history recorded in pollen diagrams from five lakes. The histories are dated by C-14, and indirectly by emergence curves showing the patterns of isostatic uplift. From c. 10100-10400 to 9400 yr BP the major fjord glaciers showed oscillatory retreat with abundant moraine formation, the period of the Milne Land Moraines. The vegetation in the ice free areas was a sparse type of fell field vegetation but with thermophilous elements indicating temperatures similar to the present. From 9400 yr BP the fjord glaciers retreated rapidly in the narrow fjords, the few moraines formed are referred to the R0defjord stages and indicate topographically conditioned stillstands. At 8000 yr BP the low arctic Betula nana imigrated into the area, and in the period until 5000 yr BP dense dwarf shrub heath grew in areas where it is now absent. In the fjords the subarctic Mytilus edulis and Pecten islandica lived, suggesting a climate warmer than the present. From c. 5000 yr BP the dense dwarf shrub heath began to disappear in the coastal areas, and a 'poor' heath dominated by the high arctic Salix Arctica and Cassiope tetragona expanded. These two species, which are now extremely common, apparently did not grow in the area until c. 6000 yr BP. In lakes in the coastal area minerogenic sedimentation at c. 2800 yr BP, reflecting the general climatic deterioration.
    Type of Medium: Series available for loan
    Pages: 66 S. : Ill., graph. Darst., Kt. + 7 Beil.
    Series Statement: Bulletin / Grønlands Geologiske Undersøgelse 129
    Language: English
    Note: CONTENTS: Introduction. - Topography and hydrography. - Climate, glaciation, permafrost. - Notes on the scientific exploration of the area. - Sea level changes. - C-14 dates on shell material, corrections and errors. - Marine limits. - Emergence curves. - Marine faunas. - Glaciation history. - Pleistocene glaciation. - The Milne Land Moraines. - Glacial retreat, the Rødefjord stages. - Glacial readvance. - Climatic implications. - Comparison with other areas. - Pollen analytical investigations. - Field methods. - Lake sediments. - C-14 dates of lake sediments and rates of sedimentation. - Pollen preparation and calculation procedures. - Pollen identification. - Description of sites and pollen diagrams. - Notes on the present vegetation. - Discussion and reconstruction of vegetation types. - Plant immigration and climatic change. - Summary of the vegetation history. - Comparison with other areas. - General notes on the climatic development. - Acknowledgements. - References.
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  • 9
    Call number: AWI G7-90-0312 ; MOP 44730 / Mitte
    Type of Medium: Monograph available for loan
    Pages: 63 Seiten , Illustrationen
    Language: Russian
    Note: In kyrillischer Schrift
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  • 10
    Call number: SR 90.0001(1435-C)
    In: U.S. Geological Survey bulletin
    Type of Medium: Series available for loan
    Pages: III, C-9 S.
    Series Statement: U.S. Geological Survey bulletin 1435-C
    Language: English
    Location: Lower compact magazine
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  • 11
    Call number: SR 90.0001(1457-D)
    In: U.S. Geological Survey bulletin
    Type of Medium: Series available for loan
    Pages: III, D-19 S.
    Series Statement: U.S. Geological Survey bulletin 1457-D
    Language: English
    Location: Lower compact magazine
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  • 12
    Series available for loan
    Series available for loan
    Washington, DC : United States Gov. Print. Off.
    Associated volumes
    Call number: SR 90.0002(813-M)
    In: Professional paper
    Type of Medium: Series available for loan
    Pages: IV, M-29 S.
    Series Statement: U.S. Geological Survey professional paper 813-M
    Language: English
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  • 13
    Series available for loan
    Series available for loan
    Washington, DC : United States Gov. Print Off.
    Associated volumes
    Call number: SR 90.0002(988-A,B)
    In: Professional paper
    Type of Medium: Series available for loan
    Pages: A-6, B-22 S.
    Series Statement: U.S. Geological Survey professional paper 988-A,B
    Language: English
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  • 14
    Series available for loan
    Series available for loan
    Washington, DC : United States Gov. Print. Off.
    Associated volumes
    Call number: SR 90.0002(1019)
    In: Professional paper
    Type of Medium: Series available for loan
    Pages: IV, 59 S.
    Series Statement: U.S. Geological Survey professional paper 1019
    Language: English
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  • 15
    Series available for loan
    Series available for loan
    Washington, DC : United States Gov. Print. Off.
    Associated volumes
    Call number: SR 90.0002(1029)
    In: Professional paper
    Type of Medium: Series available for loan
    Pages: IV, 47 S.
    Series Statement: U.S. Geological Survey professional paper 1029
    Language: English
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  • 16
    Call number: SR 90.0002(798-C)
    In: Professional paper
    Type of Medium: Series available for loan
    Pages: V, C-85 S. + 1 pl.
    Series Statement: U.S. Geological Survey professional paper 798-C
    Language: English
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  • 17
    Series available for loan
    Series available for loan
    Washington, DC : United States Gov. Print. Off.
    Associated volumes
    Call number: SR 90.0001(1441)
    In: U.S. Geological Survey bulletin
    Type of Medium: Series available for loan
    Pages: V, 91 S. + 2 pl.
    Series Statement: U.S. Geological Survey bulletin 1441
    Language: English
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  • 18
    Call number: SR 90.0001(1443)
    In: U.S. Geological Survey bulletin
    Type of Medium: Series available for loan
    Pages: III, 27 S. + 1 pl.
    Series Statement: U.S. Geological Survey bulletin 1443
    Language: English
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  • 19
    Call number: SR 90.0001(1429)
    In: U.S. Geological Survey bulletin
    Type of Medium: Series available for loan
    Pages: IV, 58 S. + 2 pl.
    Series Statement: U.S. Geological Survey bulletin 1429
    Language: English
    Location: Lower compact magazine
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  • 20
    Call number: SR 90.0001(1457-F)
    In: U.S. Geological Survey bulletin
    Type of Medium: Series available for loan
    Pages: III, F-23 S.
    Series Statement: U.S. Geological Survey bulletin 1457-F
    Language: English
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  • 21
    Series available for loan
    Series available for loan
    Washington, DC : United States Gov. Print. Off.
    Associated volumes
    Call number: SR 90.0002(904)
    In: Professional paper
    Type of Medium: Series available for loan
    Pages: IV, 82 S.
    Series Statement: U.S. Geological Survey professional paper 904
    Language: English
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  • 22
    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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  • 23
    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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  • 24
    Call number: SR 90.0002(1054-A)
    In: Professional paper
    Type of Medium: Series available for loan
    Pages: III, A-26 S.
    Series Statement: U.S. Geological Survey professional paper 1054-A
    Language: English
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  • 25
    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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  • 26
    Series available for loan
    Series available for loan
    Washington, DC : United States Gov. Print. Off.
    Associated volumes
    Call number: SR 90.0001(1449)
    In: U.S. Geological Survey bulletin
    Type of Medium: Series available for loan
    Pages: IV, 31 S.
    Series Statement: U.S. Geological Survey bulletin 1449
    Language: English
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  • 27
    Call number: SR 90.0001(1458)
    In: U.S. Geological Survey bulletin
    Type of Medium: Series available for loan
    Pages: III, 31 S.
    Series Statement: U.S. Geological Survey bulletin 1458
    Language: English
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  • 28
    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
    Location: Upper compact magazine
    Location: Upper compact magazine
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  • 29
    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
    Location: Upper compact magazine
    Location: Upper compact magazine
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  • 30
    Monograph available for loan
    Monograph available for loan
    Moskva : Izdatel'stvo Moskovskogo Universiteta
    Call number: AWI G3-07-0039
    Type of Medium: Monograph available for loan
    Pages: 464 Seiten , Illustrationen
    Edition: Izdanie vtoroe, pererabotannoe i dopolnennoe
    Language: Russian
    Note: In kyrillischer Schrift
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  • 31
    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
    Location: Reading room
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  • 32
    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
    Location: Upper compact magazine
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  • 33
    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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  • 34
    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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  • 35
    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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  • 36
    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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  • 37
    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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  • 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-201-78/25
    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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  • 39
    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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  • 40
    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
    Pages: Losebl.-Ausg.
    Language: English
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  • 41
    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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  • 42
    Monograph available for loan
    Monograph available for loan
    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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  • 43
    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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  • 44
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    Series available for loan
    Hanover, NH : U.S. Army Cold Regions Research and Engineering Laboratory
    Associated volumes
    Call number: ZSP-201-78/14
    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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  • 45
    Series available for loan
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    Hanover, NH : U.S. Army Cold Regions Research and Engineering Laboratory
    Associated volumes
    Call number: ZSP-201-78/10
    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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  • 46
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    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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  • 47
    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
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  • 48
    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
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  • 49
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    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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  • 50
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    Amsterdam [u.a.] : Elsevier
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    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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  • 51
    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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  • 52
    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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  • 53
    Series available for loan
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    Hanover, NH : U.S. Army Cold Regions Research and Engineering Laboratory
    Associated volumes
    Call number: ZSP-201-78/24
    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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  • 54
    Series available for loan
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    Hanover, NH : U.S. Army Cold Regions Research and Engineering Laboratory
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    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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  • 55
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    Hanover, NH : U.S. Army Cold Regions Research and Engineering Laboratory
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    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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  • 56
    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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  • 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-201-78/7
    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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  • 58
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    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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  • 59
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    Hanover, NH : U.S. Army Cold Regions Research and Engineering Laboratory
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    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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  • 60
    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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  • 61
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    Hanover, NH : U.S. Army Cold Regions Research and Engineering Laboratory
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    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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  • 62
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    Hanover, NH : U.S. Army Cold Regions Research and Engineering Laboratory
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    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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  • 63
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    Hanover, NH : U.S. Army Cold Regions Research and Engineering Laboratory
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    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.
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    Pages: iv, 48 Seiten , Illustrationen
    Series Statement: CRREL Report 78-20
    Language: English
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  • 64
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    Hanover, NH : U.S. Army Cold Regions Research and Engineering Laboratory
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    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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  • 65
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    Series available for loan
    Hanover, NH : U.S. Army Cold Regions Research and Engineering Laboratory
    Associated volumes
    Call number: ZSP-201-78/16
    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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  • 66
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    Series available for loan
    Hanover, NH : U.S. Army Cold Regions Research and Engineering Laboratory
    Associated volumes
    Call number: ZSP-201-78/5
    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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  • 67
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    Hanover, NH : U.S. Army Cold Regions Research and Engineering Laboratory
    Associated volumes
    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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  • 68
    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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  • 69
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    Series available for loan
    Hanover, NH : U.S. Army Cold Regions Research and Engineering Laboratory
    Associated volumes
    Call number: ZSP-201-78/2
    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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  • 70
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    Series available for loan
    Hanover, NH : U.S. Army Cold Regions Research and Engineering Laboratory
    Associated volumes
    Call number: ZSP-201-78/1
    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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  • 71
    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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  • 72
    Monograph available for loan
    Monograph available for loan
    New York [u.a.] : McGraw-Hill
    Call number: PIK N 456-16-90114 ; MOP 44100 / Mitte
    Type of Medium: Monograph available for loan
    Pages: XIV, 410 S. , Ill., graph. Darst.
    Edition: 3. ed.
    ISBN: 0070526567
    Language: English
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  • 73
    Call number: MOP 44631 / Mitte
    Type of Medium: Monograph available for loan
    Pages: 80 Seiten , 21 cm
    Language: Russian
    Note: In kyrillischer Schrift
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  • 74
    Call number: MOP 44652 / Mitte
    Type of Medium: Monograph available for loan
    Pages: 61 Seiten , Illustrationen , 20 cm
    Series Statement: Serija Meteorologija / VNII Gidrometeorologičeskoj Informacii - Mirovoj Centr dannych
    Language: Russian
    Note: In kyrillischer Schrift
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  • 75
    Series available for loan
    Series available for loan
    Hanover, NH : U.S. Army Cold Regions Research and Engineering Laboratory
    Associated volumes
    Call number: ZSP-201-78/11
    In: CRREL Report, 78-11
    In: Mechanics of cutting and boring, Part VIII
    Description / Table of Contents: The report deals with forces and power requirements for cutting machines of the belt type, as exemplified by large chain saws and ladder trenchers. The forces of single cutting tools are considered, and related to the overall forces on a cutter bar. Forces are related to power, and sources of loss are identified. Tractive thrust and normal reaction are analyzed and used to assess the traction, weight and balance.
    Type of Medium: Series available for loan
    Pages: vi, 24 Seiten , Illustrationen
    Series Statement: CRREL Report 78-11
    Language: English
    Note: CONTENTS Abstract Preface Foreword Introduction Terminology Tool forces Number of active cutting teeth Tool force and chain force Chain power Tool turce and belt power Tractive thrust and normal reaction Traction of carrier vehicles Power/weight ratio Cutter bar moments Specific energy Performance index Power density Apparent belt pressure Acceleratin and transport of cuttings Examples
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  • 76
    Monograph available for loan
    Monograph available for loan
    Garmisch-Partenkirchen : Physikalisch-Bioklimatische Forschungsstelle der Fraunhofer-Gesellschaft zur Förderung der angewandten Forschung
    Call number: MOP 40082 / Mitte
    Type of Medium: Monograph available for loan
    Pages: ca. 100 Seiten
    Series Statement: AEC Document Number NYO - 3425 - 16
    Language: English
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  • 77
    Monograph available for loan
    Monograph available for loan
    Wageningen : Centre for Agricultural Publ.and Documentation
    Call number: MOP 44708 / Mitte
    Type of Medium: Monograph available for loan
    Pages: 141 Seiten , Illustrationen
    ISBN: 9022006018
    Series Statement: Simulation monographs
    Language: English
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  • 78
    Monograph available for loan
    Monograph available for loan
    Leningrad : Gidrometeoizdat
    Call number: MOP 45541 / Mitte
    Type of Medium: Monograph available for loan
    Pages: 422 Seiten
    Uniform Title: Principles of applied climatology
    Language: Russian
    Note: In kyrillischer Schrift
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  • 79
    Call number: MOP 44754 / Mitte
    Type of Medium: Monograph available for loan
    Pages: 364 Seiten
    Language: English
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  • 80
    Call number: SR 90.0081(271)
    In: Reports of the Department of Geodetic Science and Surveying
    Type of Medium: Series available for loan
    Pages: 84 S.
    Series Statement: Report / Department of Geodetic Science, the Ohio State University 271
    Language: English
    Location: Lower compact magazine
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  • 81
    Monograph available for loan
    Monograph available for loan
    Leningrad : Gidrometeorolog. Izd.
    Call number: MOP 33767
    Type of Medium: Monograph available for loan
    Pages: 663 S.
    Language: Russian
    Note: In kyrill. Schr., russ.
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  • 82
    Monograph available for loan
    Monograph available for loan
    Obninsk : Informacionnyj Centr
    Call number: MOP 44752 / Mitte
    Type of Medium: Monograph available for loan
    Pages: 42 Seiten , Illustrationen , 20 cm
    Series Statement: Serija Meteorologija / VNII Gidrometeorologičeskoj Informacii - Mirovoj Centr dannych
    Language: Russian
    Note: In kyrillischer Schrift
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  • 83
    Call number: MOP 45693 / Mitte
    Type of Medium: Monograph available for loan
    Pages: 238 Seiten , Illustrationen , 22 cm
    Language: Russian
    Note: In kyrillischer Schrift
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  • 84
    Call number: MOP 46990 / Mitte
    In: World weather program : plan for fiscal year, 1979
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    Language: English
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  • 85
    Monograph available for loan
    Monograph available for loan
    Moskva : Moskovskoe Otdelenie Gidrometeoizdata
    Call number: MOP 44868 / Mitte
    Type of Medium: Monograph available for loan
    Pages: 206 Seiten , Illustrationen , 21 cm
    Language: Russian
    Note: In kyrillischer Schrift
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  • 86
    Call number: MOP 44719 / Mitte
    Type of Medium: Series available for loan
    Pages: ii, 200 Seiten , Illustrationen , 28 cm
    Language: English
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  • 87
    Monograph available for loan
    Monograph available for loan
    Chichester : Ellis Horwood Limited
    Call number: MOP 44945 / Mitte
    Type of Medium: Monograph available for loan
    Pages: 488 Seiten , Illustrationen
    ISBN: 978-0470992708
    Series Statement: Mathematics and its applications
    Language: English
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  • 88
    Call number: MOP 45542 / Mitte ; MOP 44959 / Mitte
    Type of Medium: Monograph available for loan
    Pages: 278 Seiten , Illustrationen
    Language: Russian , English
    Note: In kyrillischer Schrift , Zusammenfassung und Inhaltsverzeichnis in englischer Sprache
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  • 89
    Monograph available for loan
    Monograph available for loan
    Sofija
    Call number: MOP 44702 / Mitte
    Type of Medium: Monograph available for loan
    Language: Russian
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  • 90
    Call number: MOP 44739 / Mitte
    Type of Medium: Monograph available for loan
    Pages: xi, 76 Seiten , 28 cm
    Language: English
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  • 91
    Call number: 10.1144/GSL.SP.1978.006.01.01 (e-book)
    In: Special publications / the Geological Society, London, Volume 6
    Type of Medium: 12
    Pages: 1 Online-Ressource (585 Seiten)
    ISBN: 0707301432
    Series Statement: Special publications / the Geological Society, London 6
    Language: English
    Note: Table of Contents Introduction W. W. Bishop Geological Society, London, Special Publications, 6, NP, 1 January 1978, https://doi.org/10.1144/GSL.SP.1978.006.01.01 Historical background: Early exploration in the East African Rift—the Gregory Rift valley Peter Kent Geological Society, London, Special Publications, 6, 1-4, 1 January 1978, https://doi.org/10.1144/GSL.SP.1978.006.01.02 Part I. Frameworks: Structural—Volcanic—Geophysical Rifting in east Africa and large-scale tectonic processes E. Ronald Oxburgh Geological Society, London, Special Publications, 6, 7-18, 1 January 1978, https://doi.org/10.1144/GSL.SP.1978.006.01.03 Structural development of the East African Rift system Robert M. Shackleton Geological Society, London, Special Publications, 6, 19-28, 1 January 1978, https://doi.org/10.1144/GSL.SP.1978.006.01.04 Structural and volcanic evolution of the Gregory Rift Valley Basil C. King Geological Society, London, Special Publications, 6, 29-54, 1 January 1978, https://doi.org/10.1144/GSL.SP.1978.006.01.05 Character of Quaternary volcanism in the Gregory Rift Valley Laurence A. J. Williams Geological Society, London, Special Publications, 6, 55-69, 1 January 1978, https://doi.org/10.1144/GSL.SP.1978.006.01.06 Geophysical investigations and the Rift Valley geology of Kenya M. Aftab Khan and Christopher J. Swain Geological Society, London, Special Publications, 6, 71-83, 1 January 1978, https://doi.org/10.1144/GSL.SP.1978.006.01.07 Part II. Background: Palaeontological and Archaeological Problems Taphonomical background to fossil man-problems in palaeoecology Andrew Hill Geological Society, London, Special Publications, 6, 87-101, 1 January 1978, https://doi.org/10.1144/GSL.SP.1978.006.01.08 A statistical approach to temporal biostratigraphy R. T. Shuey, Frank H. Brown, G. G. Eck and F. Clark Howell Geological Society, London, Special Publications, 6, 103-124, 1 January 1978, https://doi.org/10.1144/GSL.SP.1978.006.01.09 Allometry and Hominid studies Bernard A. Wood Geological Society, London, Special Publications, 6, 125-138, 1 January 1978, https://doi.org/10.1144/GSL.SP.1978.006.01.10 The first geologists—the archaeology of the original rock breakers Glynn Ll. Isaac Geological Society, London, Special Publications, 6, 139-147, 1 January 1978, https://doi.org/10.1144/GSL.SP.1978.006.01.11 Part III. Regional Studies in the Gregory Rift Valley Olduvai Gorge 1911–75: a history of the investigations Mary D. Leakey Geological Society, London, Special Publications, 6, 151-155, 1 January 1978, https://doi.org/10.1144/GSL.SP.1978.006.01.12 Fossil hominids from the Laetolil Beds, Tanzania Mary D. Leakey, R. L. Hay, G. H. Curtis, R. E. Drake, M. K. Jackes and T. D. White Geological Society, London, Special Publications, 6, 157-170, 1 January 1978, https://doi.org/10.1144/GSL.SP.1978.006.01.13 Geological Map of the Olorgesailie Area, Kenya Robert M. Shackleton Geological Society, London, Special Publications, 6, 171-172, 1 January 1978, https://doi.org/10.1144/GSL.SP.1978.006.01.14 The Olorgesailie Formation: Stratigraphy, tectonics and the palaeogeographic context of the Middle Pleistocene archaeological sites Glynn Ll. Isaac Geological Society, London, Special Publications, 6, 173-206, 1 January 1978, https://doi.org/10.1144/GSL.SP.1978.006.01.15 Chronostratigraphy of the Baringo Basin, Kenya Gregory R. Chapman and Maureen Brook Geological Society, London, Special Publications, 6, 207-223, 1 January 1978, https://doi.org/10.1144/GSL.SP.1978.006.01.16 Preliminary observations on the palaeomagnetic stratigraphy of the area west of Lake Baringo, Kenya Peter Dagley, Alan E. Mussett and H. C. Palmer Geological Society, London, Special Publications, 6, 225-235, 1 January 1978, https://doi.org/10.1144/GSL.SP.1978.006.01.17 Geology, palaeoenvironments and vertebrate faunas of the mid-Miocene Ngorora Formation, Kenya Martin H. L. Pickford Geological Society, London, Special Publications, 6, 237-262, 1 January 1978, https://doi.org/10.1144/GSL.SP.1978.006.01.18 Stratigraphy and mammalian palaeontology of the late-Miocene Lukeino Formation, Kenya Martin H. L. Pickford Geological Society, London, Special Publications, 6, 263-278, 1 January 1978, https://doi.org/10.1144/GSL.SP.1978.006.01.19 Fossil Hippopotamidae from the Baringo Basin and relationships within the Gregory Rift, Kenya Shirley Cameron Coryndon Geological Society, London, Special Publications, 6, 279-292, 1 January 1978, https://doi.org/10.1144/GSL.SP.1978.006.01.20 The fossil bovidae of the Baringo Area, Kenya Alan W. Gentry Geological Society, London, Special Publications, 6, 293-308, 1 January 1978, https://doi.org/10.1144/GSL.SP.1978.006.01.21 Chesowanja: a revised geological interpretation William Bishop, Andrew Hill and Martin Pickford Geological Society, London, Special Publications, 6, 309-327, 1 January 1978, https://doi.org/10.1144/GSL.SP.1978.006.01.22 (A) Geological framework of the Kilombe Acheulian archaeological site, Kenya Walter W. Bishop Geological Society, London, Special Publications, 6, 329-336, 1 January 1978, https://doi.org/10.1144/GSL.SP.1978.006.01.23 (B) Kilombe—an Acheulian site complex in Kenya John A. J. Gowlett Geological Society, London, Special Publications, 6, 337-360, 1 January 1978, https://doi.org/10.1144/GSL.SP.1978.006.01.24 Geological setting of the hominid fossils and Acheulian artifacts from the Kapthurin Formation, Baringo District, Kenya Peter W. J. Tallon Geological Society, London, Special Publications, 6, 361-373, 1 January 1978, https://doi.org/10.1144/GSL.SP.1978.006.01.25 The early history of the Turkana Depression Robert J. G. Savage and Peter G. Williamson Geological Society, London, Special Publications, 6, 375-394, 1 January 1978, https://doi.org/10.1144/GSL.SP.1978.006.01.26 Stratigraphy, sedimentary facies and paleoenvironments, East Lake Turkana, Kenya Carl F. Vondra and Bruce E. Bowen Geological Society, London, Special Publications, 6, 395-414, 1 January 1978, https://doi.org/10.1144/GSL.SP.1978.006.01.27 Isochronous surfaces within the Plio-Pleistocene sediments east of Lake Turkana Ian C. Findlater Geological Society, London, Special Publications, 6, 415-420, 1 January 1978, https://doi.org/10.1144/GSL.SP.1978.006.01.28 Y Correlation of Plio-Pleistocene sequences in the northern Lake Turkana Basin: a summary of evidence and issues Anna K. Behrensmeyer Geological Society, London, Special Publications, 6, 421-440, 1 January 1978, https://doi.org/10.1144/GSL.SP.1978.006.01.29 Geochronological problems and radioisotopic dating in the Gregory Rift Valley Frank J. Fitch, Paul J. Hooker and John A. Miller Geological Society, London, Special Publications, 6, 441-461, 1 January 1978, https://doi.org/10.1144/GSL.SP.1978.006.01.30 Age of KBS Tuff in Koobi Fora Formation, East Lake, Turkana, Kenya G. H. Curtis, R. E. Drake, T. E. Cerling, B. W. Cerling and J. H. Hampel Geological Society, London, Special Publications, 6, 463-469, 1 January 1978, https://doi.org/10.1144/GSL.SP.1978.003.01.31 Magneto-stratigraphy east of Lake Turkana and at Olduvai Gorge: a brief summary Andrew Brock Geological Society, London, Special Publications, 6, 471, 1 January 1978, https://doi.org/10.1144/GSL.SP.1978.006.01.32 Observations on problems of correlation of late Cenozoic hominid-bearing formations in the North Lake Turkana Basin F. H. Brown, F. Clark Howell and G. G. Eck Geological Society, London, Special Publications, 6, 473-
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    Pages: 107 S.
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    Pages: 82 S.
    ISBN: 0660015390
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    Pages: 59 S.
    ISBN: 0660100614
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    Pages: 9 S.
    ISBN: 0660015412
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    Pages: 9 S. + 1 pl.
    ISBN: 0660015226
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    Pages: 28 S.
    ISBN: 0660101203
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    Pages: 27 S.
    ISBN: 0660100304
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