Permafrost: Occurrence and Physicochemical Processes

Total Page:16

File Type:pdf, Size:1020Kb

Permafrost: Occurrence and Physicochemical Processes •11111111111 FI0200007 POSIVA 2001-05 Permafrost: occurrence and physicochemical processes Lasse Ahonen Geological Survey of Finland .33/15 October 2001 POSIVA OY Toolonkatu 4, FIN-00100 HELSINKI, FINLAND Phone (09) 2280 30 (nat.), ( + 358-9-) 2280 30 (int.) Fax (09) 2280 3719 (nat.). ( + 358-9-) 2280 3719 (int.) Posiva-raportti - Posiva Report Raportin tunnus - Report code POSIVA 2001-05 Posiva Oy Toolonkatu 4, FIN-00100 HELSINKI, FINLAND Julkaisuaika - Date Puh. (09) 2280 30 - Int. Tel. 4358 9 2280 30 October 2001 Tekija(t) - Author(s) Tbimeksiantaja(t) - Commissioned by Lasse Ahonen Geological Survey of Finland Posiva Oy Nimeke-Title PERMAFROST: OCCURRENCE AND PHYSICOCHEMICAL PROCESSES Tiivistelma-Abstract Bedrock of the Northern Hemisphere areas to the north of about the 60th latitude are nowadays dominated by permafrost conditions. Fennoscandia is a major exception being characterised by temperate climate. In studying deep geological disposal of long-living nuclear waste, long-term climatic changes have to be taken into account. One of the scenarios to be studied is the extension of the deep permafrost conditions to the disposal site. Quaternary climatic fluctuations and their possible reasons are discussed shortly. The author's conclusion is that future climatic changes cannot be undoubtedly derived from the past variations, mainly because of the current anthropogenic involvement and of the poorly known dynamics of the major climate-affecting factors like ocean currents, which cannot be treated in a deterministic way. In low-porosity crystalline rocks permafrost may propagate to the depth of about 500 metres in some thousands to ten thousands of years. On the other hand, the major effects of permafrost are related to the freezing of water in the pores. Water expands about 9 percent in freezing, and the increasing stress may lead to pressure melting of ice. Dissolved salts in water do not accommodate into the solid ice, but they form saline water or brine segregations having freezing point of even less than minus ten degrees. A front of saline water may develop beneath the frozen bedrock. Pockets of saline water may also occur in ice, and unfrozen adsorption water may occur on the grain boundaries. With respect to the radionuclide transport processes, permafrost as such is a barrier, while the unfrozen domains (taliks) beneath major lake and river systems are potential flow paths. Avainsanat - Keywords Climatic variations, nuclear waste, freezing of water, cryopegs, gas hydrates, taliks ISBN ISSN ISBN 951-652-106-1 ISSN 1239-3096 Sivumaara - Number of pages Kieli - Language 42 English Posiva-raportti - Posiva Report Raportin tunnus - Report code POSIVA 2001-05 Posiva Oy Töölönkatu 4, FIN-00100 HELSINKI, FINLAND Julkaisuaika - Date Puh. (09) 2280 30 - Int Tel. -(558 9 2280 30 Lokakuu 2001 Tekijä(t)-Author(s) Toimeksiantaja(t) - Commissioned by Lasse Ahonen Geologian tutkimuskeskus Posiva Oy Nimeke -1 itle IKIROUTA: ESIINTYMINEN JA FYSIKAALIS-KEMIALLISET PROSESSIT Tiivistelmä-Abstract Pohjoisella pallonpuoliskolla likimain 60 leveyspiirin pohjoispuolisten alueiden kallioperä on tällä hetkellä suurelta osin ikijään vallassa. Fennoskandian alue muodostaa poikkeuksen kuuluen lauhkean ilmaston vyöhykkeeseen. Tutkittaessa pitkäikäisen ydinjätteen loppusijoitusta kallio- perään, mahdolliset pitkien aikavälien ilmastomuutokset on kuitenkin huomioitava. Yksi tutkittavista tulevaisuus-skenaarioista on syvälle kallioon ulottuvan ikiroudan leviäminen loppusijoituspaikalle. Raportissa käsitellään lyhyesti Kvartäärikauden ilmastovaihtelua ja sen mahdollisia syitä. Kirjoittajan johtopäätös on, etta tulevia ilmastomuutoksia ei voida varmuudella johtaa menneistä ilmastovaihteluista, koska ihmisen vaikutusta ja ilmastoon ratkaisevasti vaikuttavien merivirtojen dynamiikkaa ei voida käsitellä ennalta määrättyinä prosesseina. Vähähuokoisissa kiteisissä kivissä ikirouta voi edetä noin 500 metrin syvyyteen muutamien tuhansien - kymmenen tuhannen vuoden ajanjaksona. Toisaalta ikiroudan pääasialliset vaikutukset kallioperässä liittyvät huokostilassa olevan veden jäätymiseen. Vesi laajenee jäätyessäan noin 9 prosenttia ja tästä johtuvan jännityksen kasvu voi purkautua esimerkiksi painesulamisena. Veteen liuenneet suolai eivät jäädy, vaan ne muodostavat suolavesierkaumia, joiden jäätymispiste voi olla jopa alle miinus kymmenen astetta. Jäätyneen kallion alapuolelle voi muodostua suolaisen veden rintama. Myös jäan sisässä voi esiintyä suolataskuja ja raerajoilla voi olla jäätymätöntä adsorptiovettä. Radionuklidien kulkeutumisen kannalta ikirouta on sinänsä este, kun tåas vesistöjen alapuolelle syntyvät jäätymättömät alueet (talikit) muodostavat mahdollisen kulkeutumisreitin. Avainsanat - Keywords Ilmastonvaihtelu, ydinjäte, veden jäätyminen, suolavesierkaumat, kaasuhydraatit, talikit ISBN ISSN ISBN 951-652-106-1 ISSN 1239-3096 Sivumåärä - Number of pages Kieli - Language 42 Englanti PLEASE BE AWARE THAT ALL OF THE MISSING PAGES IN THIS DOCUMENT WERE ORIGINALLY BLANK PREFACE This study is based on research contract between Posiva Oy and Geological Survey of Finland (GTK). Contact persons were Margit Snellman from Posiva Oy and Lasse Ahonen from GTK. The author wishes to thank Margit Snellman, Liisa Wikstrom and Aimo Hautojarvi for their comments. TABLE OF CONTENTS 1 INTRODUCTION 3 2 OCCURRENCE AND DISTRIBUTION OF PERMAFROST 4 3 FACTORS AFFECTING FORMATION OF PERMAFROST : 11 3.1 Depth and growth rate of permafrost 11 3.2 Climatic requirements and scenarios of permafrost growth 16 3.2.1 Climatic prerequisites of permafrost growth 16 3.3 Processes and scenarios related to the past and future climates 18 4 FLOW AND TRANSPORT IN PERMAFROST CONDITIONS 23 4.1 Physical and chemical processes related to ground freezing 23 4.1.1 Volume/pressure conditions in freezing process 23 4.1.2 Dissolved components in freezing 26 4.1.3 Formation and behaviour of gas hydrates 28 4.2 Flowpaths and transport processes in permafrost conditions 32 4.2.1 General 32 4.2.2 The presence of unfrozen water at the small scale 33 4.2.3 Cryopegs... 33 4.2.4 Taliks 34 4.3 Frost cracking and other periglacial processes 35 5 DISCUSSION AND CONCLUSIONS 36 5.1 Future climatic conditions 36 5.2 Effects of permafrost on a deep nuclear waste repository 37 6 REFERENCES 39 1 INTRODUCTION Deep geological disposal of nuclear waste aims at permanent isolation of the hazardous material from the ground-surface biosphere. Long half-life of many radionuclides of the waste implies that the performance of the repository must be assessed in time perspective of hundreds of thousands years. During the geological history, especially the last two million years, Fennoscandia has been subjected to repeated glacial and periglacial periods. It is reasonable to assume that such climatic changes may occur also in the future. Periglacial conditions are typical to the areas around glaciated terrains. Perennially frozen bedrock - permafrost - is a characteristic feature of the periglacial environment. Deep permafrost may affect the performance of a deep nuclear waste repository through different mechanisms and, consequently, features, events and processes related to the permafrost scenario must be examined carefully. Nurmi (1985) made a comprehensive study of the possible long-term environmental changes in the future, effects of permafrost on the bedrock and groundwaters were discussed in the report. Recently, Gascoyne (2000a) studied the effects of permafrost on the hydrogeochemistry of bedrock. The aim of the present report is to • Evaluate factors and processes leading to the formation of permafrost. • Study depth extent and growth rate of the freezing front. • Study physical and chemical processes related to the ground freezing. 2 OCCURRENCE AND DISTRIBUTION OF PERMAFROST Permafrost is defined as soil or rock that remains below 0°C throughout the year, and forms when the ground cools sufficiently in winter to produce a frozen layer that persists throughout the following summer. Permafrost conditions prevail in predominant parts of the upper ground of the Northern Hemisphere, north of the 60th latitude (Figure 2.1). The main exceptions are Fennoscandia, Iceland and northwestern parts of Russia, which - due to the warming effects of Gulf Stream and predominant southwestern Atlantic winds - belong to the Temperate Zone. Greenland at the same latitudes is covered by thick continental ice. Mountain permafrost may exist at high altitudes also at low latitudes (e.g., in Alps). Mountain permafrost reaching the depth of about 60 metres is also known to occur in the northern side of the hill Yllas in Finnish Lapland (Kukkonen and Safanda 2001). In the continuous permafrost zone, permafrost occurs everywhere beneath the ground surface except large bodies of water. The discontinuous permafrost zone is divided to the widespread permafrost zone, where permafrost underlies 50-90% of the land area, and to the sporadic permafrost zone, where it occurs mostly in peatlands and underlies 10-50% of the land area. The continuous permafrost area of the Northern Hemisphere is divided into the High Arctic (largely barren with some tundra vegetation), Middle Arctic (tundra with some bare ground) and Low Arctic (continuous tundra cover) (Gascoyne 2000a). The zone of discontinuous permafrost may be covered with boreal forests and wetlands and the snow cover persists for at least six months of the year. Permafrost underlies an estimated 20%-25% of the world's land surface; it occupies the land surface of more than 50% of Russia and
Recommended publications
  • Sensors and Measurements Discussion
    “Measurements for Assessment of Hydrate Related Geohazards” Report Type: Topical No: 41330R07 Starting March 2002 Ending September 2004 Edited by: R.L. Kleinberg and Emrys Jones September 2004 DOE Award Number: DE-FC26-01NT41330 Submitting Organization: ChevronTexaco Energy Technology Company 2811 Hayes Road Houston, TX 77082 DISCLAIMER “This report was prepared as an account of work sponsored by an agency of the United States Government. Neither the United States Government nor any agency thereof, nor any of their employees, makes any warranty, expressed or implied, or assumes any legal liability or responsibility for the accuracy, completeness, or usefulness of any information, apparatus, product, or process disclosed, or represents that its use would not infringe privately owned rights. Reference herein to any specific commercial product, process, or service by trade name, trademark, manufacturer, or otherwise does not necessarily constitute or imply its endorsement, recommendation, or favoring by the United States Government or any agency thereof. The views and opinions of the authors expressed herein do not necessarily state or reflect those of the United States Government or any agency thereof.” ii Abstract Natural gas hydrate deposits are found in deep offshore environments. In some cases these deposits overlay conventional oil and gas reservoirs. There are concerns that the presence of hydrates can compromise the safety of exploration and production operations [Hovland and Gudmestad, 2001]. Serious problems related to the instability of wellbores drilled through hydrate formations have been document by Collett and Dallimore, 2002]. A hydrate-related incident in the deep Gulf of Mexico could potentially damage the environment and have significant economic impacts.
    [Show full text]
  • The Main Features of Permafrost in the Laptev Sea Region, Russia – a Review
    Permafrost, Phillips, Springman & Arenson (eds) © 2003 Swets & Zeitlinger, Lisse, ISBN 90 5809 582 7 The main features of permafrost in the Laptev Sea region, Russia – a review H.-W. Hubberten Alfred Wegener Institute for Polar and marine Research, Potsdam, Germany N.N. Romanovskii Geocryological Department, Faculty of Geology, Moscow State University, Moscow, Russia ABSTRACT: In this paper the concepts of permafrost conditions in the Laptev Sea region are presented with spe- cial attention to the following results: It was shown, that ice-bearing and ice-bonded permafrost exists presently within the coastal lowlands and under the shallow shelf. Open taliks can develop from modern and palaeo river taliks in active fault zones and from lake taliks over fault zones or lithospheric blocks with a higher geothermal heat flux. Ice-bearing and ice-bonded permafrost, as well as the zone of gas hydrate stability, form an impermeable regional shield for groundwater and gases occurring under permafrost. Emission of these gases and discharge of ground- water are possible only in rare open taliks, predominantly controlled by fault tectonics. Ice-bearing and ice-bonded permafrost, as well as the zone of gas hydrate stability in the northern region of the lowlands and in the inner shelf zone, have preserved during at least four Pleistocene climatic and glacio-eustatic cycles. Presently, they are subject to degradation from the bottom under the impact of the geothermal heat flux. 1 INTRODUCTION extremely complex. It consists of tectonic structures of different ages, including several rift zones (Tectonic This paper summarises the results of the studies of Map of Kara and Laptev Sea, 1998; Drachev et al., both offshore and terrestrial permafrost in the Laptev 1999).
    [Show full text]
  • Managing Winter Injury to Trees and Shrubs
    Publication 426-500 Managing Winter Injury to Trees and Shrubs Diane Relf Extension Specialist, Horticulture, and Bonnie Appleton, Extension Specialist, Horticulture; Virginia Tech Reviewed by David Close, Consumer Horticulture and Master Gardener Specialist, Horticulture, Virginia Tech Introduction evergreen needles or leaves. It is worst on the side facing the wind. This can be particularly serious if plants are It is often necessary to provide extra attention to plants near a white house where the sun’s rays reflect off the in the fall to help them over-winter and start spring in side, causing extra damage. peak condition. Understanding certain principles and cultural practices will significantly reduce winter damage Management: Proper watering can is a critical factor in that can be divided into three categories: desiccation, winterizing. If autumn rains have been insufficient, give freezing, and breakage. plants a deep soaking that will supply water to the entire root system before the ground freezes. This practice is Desiccation especially important for evergreens. Watering when there Desiccation, or drying out, is a significant cause of dam- are warm days during January, February, and March is age, particularly on evergreens. Desiccation occurs when also important. water leaves the plant faster than it is taken up. Several environmental factors can influence desiccation. Needles Also, mulching is an important control for erosion and and leaves of evergreens transpire some moisture even loss of water. A 2-inch layer of mulch will reduce water during the winter months. During severely cold weather, loss and help maintain uniform soil moisture around the ground may freeze to a depth beyond the extent of roots.
    [Show full text]
  • Chapter 7 Seasonal Snow Cover, Ice and Permafrost
    I Chapter 7 Seasonal snow cover, ice and permafrost Co-Chairmen: R.B. Street, Canada P.I. Melnikov, USSR Expert contributors: D. Riseborough (Canada); O. Anisimov (USSR); Cheng Guodong (China); V.J. Lunardini (USA); M. Gavrilova (USSR); E.A. Köster (The Netherlands); R.M. Koerner (Canada); M.F. Meier (USA); M. Smith (Canada); H. Baker (Canada); N.A. Grave (USSR); CM. Clapperton (UK); M. Brugman (Canada); S.M. Hodge (USA); L. Menchaca (Mexico); A.S. Judge (Canada); P.G. Quilty (Australia); R.Hansson (Norway); J.A. Heginbottom (Canada); H. Keys (New Zealand); D.A. Etkin (Canada); F.E. Nelson (USA); D.M. Barnett (Canada); B. Fitzharris (New Zealand); I.M. Whillans (USA); A.A. Velichko (USSR); R. Haugen (USA); F. Sayles (USA); Contents 1 Introduction 7-1 2 Environmental impacts 7-2 2.1 Seasonal snow cover 7-2 2.2 Ice sheets and glaciers 7-4 2.3 Permafrost 7-7 2.3.1 Nature, extent and stability of permafrost 7-7 2.3.2 Responses of permafrost to climatic changes 7-10 2.3.2.1 Changes in permafrost distribution 7-12 2.3.2.2 Implications of permafrost degradation 7-14 2.3.3 Gas hydrates and methane 7-15 2.4 Seasonally frozen ground 7-16 3 Socioeconomic consequences 7-16 3.1 Seasonal snow cover 7-16 3.2 Glaciers and ice sheets 7-17 3.3 Permafrost 7-18 3.4 Seasonally frozen ground 7-22 4 Future deliberations 7-22 Tables Table 7.1 Relative extent of terrestrial areas of seasonal snow cover, ice and permafrost (after Washburn, 1980a and Rott, 1983) 7-2 Table 7.2 Characteristics of the Greenland and Antarctic ice sheets (based on Oerlemans and van der Veen, 1984) 7-5 Table 7.3 Effect of terrestrial ice sheets on sea-level, adapted from Workshop on Glaciers, Ice Sheets and Sea Level: Effect of a COylnduced Climatic Change.
    [Show full text]
  • Mineral Element Stocks in the Yedoma Domain: a First Assessment in Ice-Rich Permafrost Regions” by Arthur Monhonval Et Al
    Interactive comment on “Mineral element stocks in the Yedoma domain: a first assessment in ice-rich permafrost regions” by Arthur Monhonval et al. Anonymous Referee #2 Received and published: 4 January 2021 RC= Reviewer comment ; AR= Authors response RC: I appreciate the efforts from the authors. I understand the authors created a valuable dataset for the mineral elements in the yedoma regions, and they also tried to calculated the storage of these elements. I have some comments for the authors to improve the quality of the manuscripts. We thank the reviewer for the valuable comments and suggestions to improve the manuscript. We have revised the manuscript accordingly. Please find the details in the responses to the following comments. RC1: When the authors introduce the stocks or storage, it is necessary to clarify the depth or thickness of yedoma. At least, the authors should explain the characteristics of yedoma. This is important because the potential readers will be confused about the depth and height in the dataset. AR : We agree that the choice of the thickness used to upscale to the whole Yedoma domain was not clear in the manuscript. Here, mineral element stocks are compared with C stocks using identical Yedoma domain deposits parameters (including thicknesses) like in Strauss et al., 2013 for deep permafrost carbon pool of the Yedoma region, i.e., a mean thickness of 19.6 meters deep in Yedoma deposits and 5.5 meters deep in Alas deposits. We have revised the manuscript to include that information (L 282):” Thickness used for mineral element stock estimations in Yedoma domain deposits are based on mean profile depths of the sampled Yedoma (n=19) and Alas (n=10) deposits (Table 3; Strauss et al., 2013).
    [Show full text]
  • Permafrost Soils and Carbon Cycling
    SOIL, 1, 147–171, 2015 www.soil-journal.net/1/147/2015/ doi:10.5194/soil-1-147-2015 SOIL © Author(s) 2015. CC Attribution 3.0 License. Permafrost soils and carbon cycling C. L. Ping1, J. D. Jastrow2, M. T. Jorgenson3, G. J. Michaelson1, and Y. L. Shur4 1Agricultural and Forestry Experiment Station, Palmer Research Center, University of Alaska Fairbanks, 1509 South Georgeson Road, Palmer, AK 99645, USA 2Biosciences Division, Argonne National Laboratory, Argonne, IL 60439, USA 3Alaska Ecoscience, Fairbanks, AK 99775, USA 4Department of Civil and Environmental Engineering, University of Alaska Fairbanks, Fairbanks, AK 99775, USA Correspondence to: C. L. Ping ([email protected]) Received: 4 October 2014 – Published in SOIL Discuss.: 30 October 2014 Revised: – – Accepted: 24 December 2014 – Published: 5 February 2015 Abstract. Knowledge of soils in the permafrost region has advanced immensely in recent decades, despite the remoteness and inaccessibility of most of the region and the sampling limitations posed by the severe environ- ment. These efforts significantly increased estimates of the amount of organic carbon stored in permafrost-region soils and improved understanding of how pedogenic processes unique to permafrost environments built enor- mous organic carbon stocks during the Quaternary. This knowledge has also called attention to the importance of permafrost-affected soils to the global carbon cycle and the potential vulnerability of the region’s soil or- ganic carbon (SOC) stocks to changing climatic conditions. In this review, we briefly introduce the permafrost characteristics, ice structures, and cryopedogenic processes that shape the development of permafrost-affected soils, and discuss their effects on soil structures and on organic matter distributions within the soil profile.
    [Show full text]
  • Ground Freezing and Frost Heaving Penner, E
    NRC Publications Archive Archives des publications du CNRC Ground freezing and frost heaving Penner, E. For the publisher’s version, please access the DOI link below./ Pour consulter la version de l’éditeur, utilisez le lien DOI ci-dessous. Publisher’s version / Version de l'éditeur: https://doi.org/10.4224/40000788 Canadian Building Digest, 1962-02 NRC Publications Archive Record / Notice des Archives des publications du CNRC : https://nrc-publications.canada.ca/eng/view/object/?id=15f6f5eb-a070-4327-aec4-71472a903119 https://publications-cnrc.canada.ca/fra/voir/objet/?id=15f6f5eb-a070-4327-aec4-71472a903119 Access and use of this website and the material on it are subject to the Terms and Conditions set forth at https://nrc-publications.canada.ca/eng/copyright READ THESE TERMS AND CONDITIONS CAREFULLY BEFORE USING THIS WEBSITE. L’accès à ce site Web et l’utilisation de son contenu sont assujettis aux conditions présentées dans le site https://publications-cnrc.canada.ca/fra/droits LISEZ CES CONDITIONS ATTENTIVEMENT AVANT D’UTILISER CE SITE WEB. Questions? Contact the NRC Publications Archive team at [email protected]. If you wish to email the authors directly, please see the first page of the publication for their contact information. Vous avez des questions? Nous pouvons vous aider. Pour communiquer directement avec un auteur, consultez la première page de la revue dans laquelle son article a été publié afin de trouver ses coordonnées. Si vous n’arrivez pas à les repérer, communiquez avec nous à [email protected]. Canadian Building Digest Division of Building Research, National Research Council Canada CBD 26 Ground Freezing and Frost Heaving Originally published February 1962 E.
    [Show full text]
  • Report No. REC-ERC-82-17, “Frost Action in Soil Foundations And
    REC-ERC-82-17 June 1982 Engineering and Research Center U.S. Department of the Interior Bureau of Reclamation 7-2090 (4-81) . .- water ana Power ~ TECHNICAL RE lPORT STANDARD TITLE PAGE 3. RECIPIENT’S CATALOG NO. 5. REPORT DATE Frost Action in Soil Foundations and June 1982 Control of Surface Structure Heaving 6. PERFORMING ORGANIZATION CODE 7. AUTHORIS) 8. PERFORMING ORGANIZATION C. W. Jones, D. G. Miedema and J. S. Watkins REPORT NO. REC-ERC-B2- 17 9. PERFORMING ORGANIZATION NAME AN0 ADDRESS 10. WORK UNIT NO. Bureau of Reclamation Engineering and Research Center 11. CONTRACT OR GRANT NO. Denver, Colorado 80225 13. TYPE OF REPORT AND PERIOD COVERED 12. SPONSORING AGENCY NAME AND ADDRESS Same 14. SPONSORING AGENCY CODE DIBR IS. SUPPLEMENTARY NOTES Microfiche and/or hard copy available at the Engineering and Research Center, Denver, CO I Ed: ROM 1I6 ABSTRACT This is a report on frost action in soil foundations that may influence the performance of irriga- tion structures. The report provides background information and serves as a general guide for design, construction, and operation and maintenance. It also includes information on the mechanics of frost action, field and laboratory investigations of potential frost problems, case histories of frost damage to hydraulic structures, and measures to control detrimental freezing to avoid damage. The structures mentioned include earth embankment dams with appurte- nant structures, canals with linings, and various other concrete canal structures. 7. KEY WORDS ANO OOCU~~ENT *NALY~IS 3. DESCRIPTORS-- / frost action/ frost heaving/ ice lenses/ frost protection/ foundation dis- placements/ behavior (structural) 5.
    [Show full text]
  • The Rheology of Frozen Soils
    The Rheology of Frozen Soils Lukas U. Arenson*1, Sarah M. Springman2, Dave C. Sego1 1 Department of Civil & Environmental Engineering, UofA Geotechnical Centre, 3-065 Markin/CNRL Natural Resources Engineering Facility, University of Alberta, Edmonton, Alberta T6G 2W2, Canada 2 Institute for Geotechnical Engineering, ETH Zurich, Wolfgang-Pauli-Str. 15, 8093 Zurich, Switzerland *E-mail: [email protected] Fax: x1.780.492.8198 Received: 2.6.2006, Final version: 2.8.2006 Abstract: The rheological behaviour of frozen soils depends on a number of factors and is complex. Stress and tempera- ture histories as well as the actual composition of the frozen soil are only some aspects that have to be consid- ered when analysing the mechanical response. Recent improvements in measuring methods for laboratory inves- tigations as well as new theoretical models have assisted in developing an improved understanding of the thermo-mechanical processes at play within frozen soils and representation of their response to a range of per- turbations. This review summarises earlier work and the current state of knowledge in the field of frozen soil research. Further, it presents basic concepts as well as current research gaps. Suggestions for future research in the field of frozen soil mechanics are also made. The goal of the review is to heighten awareness of the com- plexity of processes interacting within frozen soils and the need to understand this complexity when develop- ing models for representing this behaviour. Zusammenfassung: Das rheologische Verhalten von gefrorenen Böden hängt von einer grossen Anzahl verschiedener Faktoren ab und ist äusserst komplex. Druck- und Temperaturgeschichte, sowie die Zusammensetzung des gefrorenen Bodens sind nur einige Aspekte, welche betrachtet und berücksichtigt werden müssen, wenn man die mecha- nischen Eigenschaften analysiert.
    [Show full text]
  • Dissolved Organic Carbon (DOC) in Arctic Ground
    Discussion Paper | Discussion Paper | Discussion Paper | Discussion Paper | The Cryosphere Discuss., 9, 77–114, 2015 www.the-cryosphere-discuss.net/9/77/2015/ doi:10.5194/tcd-9-77-2015 © Author(s) 2015. CC Attribution 3.0 License. This discussion paper is/has been under review for the journal The Cryosphere (TC). Please refer to the corresponding final paper in TC if available. Dissolved organic carbon (DOC) in Arctic ground ice M. Fritz1, T. Opel1, G. Tanski1, U. Herzschuh1,2, H. Meyer1, A. Eulenburg1, and H. Lantuit1,2 1Alfred Wegener Institute, Helmholtz Centre for Polar and Marine Research, Department of Periglacial Research, Telegrafenberg A43, 14473 Potsdam, Germany 2Potsdam University, Institute of Earth and Environmental Sciences, Karl-Liebknecht-Str. 24–25, 14476 Potsdam-Golm, Germany Received: 5 November 2014 – Accepted: 13 December 2014 – Published: 7 January 2015 Correspondence to: M. Fritz ([email protected]) Published by Copernicus Publications on behalf of the European Geosciences Union. 77 Discussion Paper | Discussion Paper | Discussion Paper | Discussion Paper | Abstract Thermal permafrost degradation and coastal erosion in the Arctic remobilize substan- tial amounts of organic carbon (OC) and nutrients which have been accumulated in late Pleistocene and Holocene unconsolidated deposits. Their vulnerability to thaw 5 subsidence, collapsing coastlines and irreversible landscape change is largely due to the presence of large amounts of massive ground ice such as ice wedges. However, ground ice has not, until now, been considered to be a source of dissolved organic carbon (DOC), dissolved inorganic carbon (DIC) and other elements, which are impor- tant for ecosystems and carbon cycling. Here we show, using geochemical data from 10 a large number of different ice bodies throughout the Arctic, that ice wedges have the 1 1 greatest potential for DOC storage with a maximum of 28.6 mg L− (mean: 9.6 mg L− ).
    [Show full text]
  • Spatial and Temporal Dynamics of Microorganisms Living Along Steep Energy Gradients and Implications for Ecology and Geologic Preservation in the Deep Biosphere
    Spatial and Temporal Dynamics of Microorganisms Living Along Steep Energy Gradients and Implications for Ecology and Geologic Preservation in the Deep Biosphere Thesis by Sean William Alexander Mullin In Partial Fulfillment of the Requirements for the degree of Doctor of Philosophy CALIFORNIA INSTITUTE OF TECHNOLOGY Pasadena, California 2020 (Defended 8 June 2020) ii ã 2020 Sean W. A. Mullin ORCID: 0000-0002-6225-3279 iii What is any man’s discourse to me, if I am not sensible of something in it as steady and cheery as the creak of crickets? In it the woods must be relieved against the sky. Men tire me when I am not constantly greeted and refreshed as by the flux of sparkling streams. Surely joy is the condition of life. Think of the young fry that leap in ponds, the myriads of insects ushered into being on a summer evening, the incessant note of the hyla with which the woods ring in the spring, the nonchalance of the butterfly carrying accident and change painted in a thousand hues upon its wings… —Henry David Thoreau, “Natural History of Massachusetts” iv ACKNOWLEDGEMENTS Seven years is a long time. Beyond four years, the collective memory of a university is misty and gray, and if it were a medieval map, would be marked simply, “Here be dragons.” The number of times I have been mistaken this past year for an aged staff scientist or long-suffering post-doc would be amusing if not for my deepening wrinkles serving to confirm my status as a relative dinosaur. Wrinkles aside, I can happily say that my time spent in the Orphan Lab has been one of tremendous growth and exploration.
    [Show full text]
  • Lecture 1 (Pdf)
    GFD 2006 Lecture 1: Introduction to Ice Grae Worster; notes by Rachel Zammett and Devin Conroy March 15, 2007 1 Introduction Our aim in this course is to understand some of the processes associated with ice in the natural environment. Figure 1 shows the location of some of Earth's ice during the north- ern winter. These ice deposits may be categorized as sea ice, ice sheets and shelves, and permafrost. Figure 1: Satellite image showing the ice cover in the northern hemisphere during northern winter, showing sea ice lying in the Arctic basin, the permanent ice sheet over Greenland and permafrost in the exposed land surface. 2 Ice sheets Firstly, figure 1 shows the ice sheet that covers approximately 80% of Greenland. This is about 105 years old and reaches depths of 2{3 kilometers. On large scales, ice can be treated as a highly viscous, non-Newtonian fluid that can flow because it is a polycrystalline solid and contains a percentage of unfrozen water (figure 2). Looking on a scale of about 100µm, 1 Figure 2: Image of the intersection of four ice grains. Between these grains lie the veins containing liquid water and dissolved impurities. The scale bar on this picture is 100 µm. we can see the ice grain junctions and the veins which lie between them. The liquid water contained in the veins between the ice crystals lubricates the flow, allowing the ice to flow more easily. This water can also transport dissolved impurities, which will therefore move relative to the ice crystals; this is important when analyzing ice cores, for example.
    [Show full text]