Permafrost: Occurrence and Physicochemical Processes
Total Page:16
File Type:pdf, Size:1020Kb

Load more
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. -
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). -
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. -
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. -
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). -
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. -
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. -
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. -
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. -
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− ). -
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. -
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.