A Differential Frost Heave Model: Cryoturbation-Vegetation Interactions
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Response of CO2 Exchange in a Tussock Tundra Ecosystem to Permafrost Thaw and Thermokarst Development Jason Vogel,L Edward A
Response of CO2 exchange in a tussock tundra ecosystem to permafrost thaw and thermokarst development Jason Vogel,l Edward A. G. Schuur,2 Christian Trucco,2 and Hanna Lee2 [1] Climate change in high latitudes can lead to permafrost thaw, which in ice-rich soils can result in ground subsidence, or thermokarst. In interior Alaska, we examined seasonal and annual ecosystem CO2 exchange using static and automatic chamber measurements in three areas of a moist acidic tundra ecosystem undergoing varying degrees of permafrost thaw and thermokarst development. One site had extensive thermokarst features, and historic aerial photography indicated it was present at least 50 years prior to this study. A second site had a moderate number of thermokarst features that were known to have developed concurrently with permafrost warming that occurred 15 years prior to this study. A third site had a minimal amount of thermokarst development. The areal extent of thermokarst features reflected the seasonal thaw depth. The "extensive" site had the deepest seasonal thaw depth, and the "moderate" site had thaw depths slightly, but not significantly deeper than the site with "minimal" thermokarst development. Greater permafrost thaw corresponded to significantly greater gross primary productivity (GPP) at the moderate and extensive thaw sites as compared to the minimal thaw site. However, greater ecosystem respiration (Recc) during the spring, fall, and winter resulted in the extensive thaw site being a significant net source of CO2 to the atmosphere over 3 years, while the moderate thaw site was a CO2 sink. The minimal thaw site was near CO2 neutral and not significantly different from the extensive thaw site. -
Surficial Geology Investigations in Wellesley Basin and Nisling Range, Southwest Yukon J.D
Surficial geology investigations in Wellesley basin and Nisling Range, southwest Yukon J.D. Bond, P.S. Lipovsky and P. von Gaza Surficial geology investigations in Wellesley basin and Nisling Range, southwest Yukon Jeffrey D. Bond1 and Panya S. Lipovsky2 Yukon Geological Survey Peter von Gaza3 Geomatics Yukon Bond, J.D., Lipovsky, P.S. and von Gaza, P., 2008. Surficial geology investigations in Wellesley basin and Nisling Range, southwest Yukon. In: Yukon Exploration and Geology 2007, D.S. Emond, L.R. Blackburn, R.P. Hill and L.H. Weston (eds.), Yukon Geological Survey, p. 125-138. ABSTRACT Results of surficial geology investigations in Wellesley basin and the Nisling Range can be summarized into four main highlights, which have implications for exploration, development and infrastructure in the region: 1) in contrast to previous glacial-limit mapping for the St. Elias Mountains lobe, no evidence for the late Pliocene/early Pleistocene pre-Reid glacial limits was found in the study area; 2) placer potential was identified along the Reid glacial limit where a significant drainage diversion occurred for Grayling Creek; 3) widespread permafrost was encountered in the study area including near-continuous veneers of sheet-wash; and 4) a monitoring program was initiated at a recently active landslide which has potential to develop into a catastrophic failure that could damage the White River bridge on the Alaska Highway. RÉSUMÉ Les résultats d’études géologiques des formations superficielles dans le bassin de Wellesley et la chaîne Nisling peuvent être résumés en quatre principaux faits saillants qui ont des répercussions pour l’exploration, la mise en valeur et l’infrastructure de la région. -
Cold-Climate Landform Patterns in the Sudetes. Effects of Lithology, Relief and Glacial History
ACTA UNIVERSITATIS CAROLINAE 2000 GEOGRAPHICA, XXXV, SUPPLEMENTUM, PAG. 185–210 Cold-climate landform patterns in the Sudetes. Effects of lithology, relief and glacial history ANDRZEJ TRACZYK, PIOTR MIGOŃ University of Wrocław, Department of Geography, Wrocław, Poland ABSTRACT The Sudetes have the whole range of landforms and deposits, traditionally described as periglacial. These include blockfields and blockslopes, frost-riven cliffs, tors and cryoplanation terraces, solifluction mantles, rock glaciers, talus slopes and patterned ground and loess covers. This paper examines the influence, which lithology and structure, inherited relief and time may have had on their development. It appears that different rock types support different associations of cold climate landforms. Rock glaciers, blockfields and blockstreams develop on massive, well-jointed rocks. Cryogenic terraces, rock steps, patterned ground and heterogenic solifluction mantles are typical for most metamorphic rocks. No distinctive landforms occur on rocks breaking down through microgelivation. The variety of slope form is largely inherited from pre- Pleistocene times and includes convex-concave, stepped, pediment-like, gravitational rectilinear and concave free face-talus slopes. In spite of ubiquitous solifluction and permafrost creep no uniform characteristic ‘periglacial’ slope profile has been created. Mid-Pleistocene trimline has been identified on nunataks in the formerly glaciated part of the Sudetes and in their foreland. Hence it is proposed that rock-cut periglacial relief of the Sudetes is the cumulative effect of many successive cold periods during the Pleistocene and the last glacial period alone was of relatively minor importance. By contrast, slope cover deposits are usually of the Last Glacial age. Key words: cold-climate landforms, the Sudetes 1. -
Cryogenic Displacement and Accumulation of Biogenic Methane in Frozen Soils
atmosphere Article Cryogenic Displacement and Accumulation of Biogenic Methane in Frozen Soils Gleb Kraev 1,*, Ernst-Detlef Schulze 2, Alla Yurova 3,4, Alexander Kholodov 5,6, Evgeny Chuvilin 7 and Elizaveta Rivkina 6 1 Centre of Forest Ecology and Productivity, Russian Academy of Sciences, Moscow 117997, Russia 2 Department of Biogeochemical Processes, Max Planck Institute for Biogeochemistry, Jena 07745, Germany; [email protected] 3 Institute of Earth Sciences, Saint Petersburg State University, Saint Petersburg 199034, Russia; [email protected] 4 Nansen Centre, Saint Petersburg 199034, Russia 5 Geophysical Institute, University of Alaska Fairbanks, Fairbanks, AK 99775-9320, USA; [email protected] 6 Institute of Physicochemical and Biological Problems in Soil Science, Russian Academy of Sciences, Pushchino 142290, Russia; [email protected] 7 Faculty of Geology, Lomonosov Moscow State University, Moscow 119992, Russia; [email protected] * Correspondence: [email protected]; Tel.: +7-499-743-0026 Received: 28 March 2017; Accepted: 9 June 2017; Published: 15 June 2017 Abstract: Evidences of highly localized methane fluxes are reported from the Arctic shelf, hot spots of methane emissions in thermokarst lakes, and are believed to evolve to features like Yamal crater on land. The origin of large methane outbursts is problematic. Here we show, that the biogenic methane (13C ≤ −71 ) which formed before and during soil freezing is presently held in the permafrost. Field and experimentalh observations show that methane tends to accumulate at the permafrost table or in the coarse-grained lithological pockets surrounded by the sediments less-permeable for gas. Our field observations, radiocarbon dating, laboratory tests and theory all suggest that depending on the soil structure and freezing dynamics, this methane may have been displaced downwards tens of meters during freezing and has accumulated in the lithological pockets. -
Introduction to Foundations in Areas of Significant Frost Penetration
Introduction to Foundations in Areas of Significant Frost Penetration Course No: G03-003 Credit: 3 PDH J. Paul Guyer, P.E., R.A., Fellow ASCE, Fellow AEI Continuing Education and Development, Inc. 22 Stonewall Court Woodcliff Lake, NJ 07677 P: (877) 322-5800 [email protected] An Introduction to Foundations in Areas of Significant Frost Penetration Guyer Partners J. Paul Guyer, P.E., R.A. 44240 Clubhouse Drive El Macero, CA 95618 Paul Guyer is a registered mechanical (530) 758-6637 engineer, civil engineer, fire protection [email protected] engineer and architect with over 35 years experience in the design of buildings and related infrastructure. For an additional 9 years he was a principal advisor to the California Legislature on infrastructure and capital outlay issues. He is a graduate of Stanford University and has held numerous national, state and local offices with the American Society of Civil Engineers, Architectural Engineering Institute, and National Society of Professional Engineers. © J. Paul Guyer 2013 1 CONTENTS 1. INTRODUCTION 2. FACTORS AFFECTING DESIGN OF FOUNDATIONS 3. SITE INVESTIGATIONS 4. FOUNDATION DESIGN (This publication is adapted from the Unified Facilities Criteria of the United States government which are in the public domain, have been authorized for unlimited distribution, and are not copyrighted.) (The figures, tables and formulas in this publication may at times be a little difficult to read, but they are the best available. DO NOT PURCHASE THIS PUBLICATION IF THIS LIMITATION IS NOT ACCEPTABLE TO YOU.) © J. Paul Guyer 2013 2 1. INTRODUCTION. 1.1 TYPES OF AREAS. For purposes of this manual, areas of significant frost penetration may be defined as those in which freezing temperatures occur in the ground to sufficient depth to be a significant factor in foundation design. -
The Modelling of Freezing Process in Saturated Soil Based on the Thermal-Hydro-Mechanical Multi-Physics Field Coupling Theory
water Article The Modelling of Freezing Process in Saturated Soil Based on the Thermal-Hydro-Mechanical Multi-Physics Field Coupling Theory Dawei Lei 1,2, Yugui Yang 1,2,* , Chengzheng Cai 1,2, Yong Chen 3 and Songhe Wang 4 1 State Key Laboratory for Geomechanics and Deep Underground Engineering, China University of Mining and Technology, Xuzhou 221008, China; [email protected] (D.L.); [email protected] (C.C.) 2 School of Mechanics and Civil Engineering, China University of Mining and Technology, Xuzhou 221116, China 3 State Key Laboratory of Coal Resource and Safe Mining, China University of Mining and Technology, Xuzhou 221116, China; [email protected] 4 Institute of Geotechnical Engineering, Xi’an University of Technology, Xi’an 710048, China; [email protected] * Correspondence: [email protected] Received: 2 September 2020; Accepted: 22 September 2020; Published: 25 September 2020 Abstract: The freezing process of saturated soil is studied under the condition of water replenishment. The process of soil freezing was simulated based on the theory of the energy and mass conservation equations and the equation of mechanical equilibrium. The accuracy of the model was verified by comparison with the experimental results of soil freezing. One-side freezing of a saturated 10-cm-high soil column in an open system with different parameters was simulated, and the effects of the initial void ratio, hydraulic conductivity, and thermal conductivity of soil particles on soil frost heave, freezing depth, and ice lenses distribution during soil freezing were explored. During the freezing process, water migrates from the warm end to the frozen fringe under the actions of the temperature gradient and pore pressure. -
Study on the Mechanical Criterion of Ice Lens Formation Based on Pore Size Distribution
applied sciences Article Study on the Mechanical Criterion of Ice Lens Formation Based on Pore Size Distribution Yuhang Liu 1,2, Dongqing Li 1 , Lei Chen 1,2 and Feng Ming 1,* 1 State Key Laboratory of Frozen Soil Engineering, Northwest Institute of Eco-Environment and Resources, Chinese Academy of Sciences, Lanzhou 730000, China; [email protected] (Y.L.); [email protected] (D.L.); [email protected] (L.C.) 2 College of Resources and Environment, University of Chinese Academy of Sciences, Beijing 100049, China * Correspondence: [email protected] Received: 5 November 2020; Accepted: 9 December 2020; Published: 16 December 2020 Abstract: Ice lens is the key factor which determines the frost heave in engineering construction in cold regions. At present, several theories have been proposed to describe the formation of ice lens. However, most of these theories analyzed the ice lens formation from a macroscopic view and ignored the influence of microscopic pore sizes and structures. Meanwhile, these theories lacked the support of measured data. To solve this problem, the microscopic crystallization stress was converted into the macro mean stress through the principle of statistics with the consideration of pore size distribution. The mean stress was treated as the driving force of the formation of ice lens and induced into the criterion of ice lens formation. The influence of pore structure and unfrozen water content on the mean stress was analyzed. The results indicate that the microcosmic crystallization pressure can be converted into the macro mean stress through the principle of statistics. Larger mean stress means the ice lens will be formed easier in the soil. -
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. -
The Influence of Shallow Taliks on Permafrost Thaw and Active Layer
PUBLICATIONS Journal of Geophysical Research: Earth Surface RESEARCH ARTICLE The Influence of Shallow Taliks on Permafrost Thaw 10.1002/2017JF004469 and Active Layer Dynamics in Subarctic Canada Key Points: Ryan Connon1 , Élise Devoie2 , Masaki Hayashi3, Tyler Veness1, and William Quinton1 • Shallow, near-surface taliks in subarctic permafrost environments 1Cold Regions Research Centre, Wilfrid Laurier University, Waterloo, Ontario, Canada, 2Department of Civil and fl in uence active layer thickness by 3 limiting the depth of freeze Environmental Engineering, University of Waterloo, Waterloo, Ontario, Canada, Department of Geoscience, University of • Areas with taliks experience more Calgary, Calgary, Alberta, Canada rapid thaw of underlying permafrost than areas without taliks • Proportion of areas with taliks can Abstract Measurements of active layer thickness (ALT) are typically taken at the end of summer, a time increase in years with high ground synonymous with maximum thaw depth. By definition, the active layer is the layer above permafrost that heat flux, potentially creating tipping point for permafrost thaw freezes and thaws annually. This study, conducted in peatlands of subarctic Canada, in the zone of thawing discontinuous permafrost, demonstrates that the entire thickness of ground atop permafrost does not always refreeze over winter. In these instances, a talik exists between the permafrost and active layer, and ALT Correspondence to: must therefore be measured by the depth of refreeze at the end of winter. As talik thickness increases at R. Connon, the expense of the underlying permafrost, ALT is shown to simultaneously decrease. This suggests that the [email protected] active layer has a maximum thickness that is controlled by the amount of energy lost from the ground to the atmosphere during winter. -
Geophysical Mapping of Palsa Peatland Permafrost
The Cryosphere, 9, 465–478, 2015 www.the-cryosphere.net/9/465/2015/ doi:10.5194/tc-9-465-2015 © Author(s) 2015. CC Attribution 3.0 License. Geophysical mapping of palsa peatland permafrost Y. Sjöberg1, P. Marklund2, R. Pettersson2, and S. W. Lyon1 1Department of Physical Geography and the Bolin Centre for Climate Research, Stockholm University, Stockholm, Sweden 2Department of Earth Sciences, Uppsala University, Uppsala, Sweden Correspondence to: Y. Sjöberg ([email protected]) Received: 15 August 2014 – Published in The Cryosphere Discuss.: 13 October 2014 Revised: 3 February 2015 – Accepted: 10 February 2015 – Published: 4 March 2015 Abstract. Permafrost peatlands are hydrological and bio- ing in these landscapes are influenced by several factors other geochemical hotspots in the discontinuous permafrost zone. than climate, including hydrological, geological, morpholog- Non-intrusive geophysical methods offer a possibility to ical, and erosional processes that often combine in complex map current permafrost spatial distributions in these envi- interactions (e.g., McKenzie and Voss, 2013; Painter et al., ronments. In this study, we estimate the depths to the per- 2013; Zuidhoff, 2002). Due to these interactions, peatlands mafrost table and base across a peatland in northern Swe- are often dynamic with regards to their thermal structures and den, using ground penetrating radar and electrical resistivity extent, as the distribution of permafrost landforms (such as tomography. Seasonal thaw frost tables (at ∼ 0.5 m depth), dome-shaped palsas and flat-topped peat plateaus) and talik taliks (2.1–6.7 m deep), and the permafrost base (at ∼ 16 m landforms (such as hollows, fens, and lakes) vary with cli- depth) could be detected. -
Periglacial Processes, Features & Landscape Development 3.1.4.3/4
Periglacial processes, features & landscape development 3.1.4.3/4 Glacial Systems and landscapes What you need to know Where periglacial landscapes are found and what their key characteristics are The range of processes operating in a periglacial landscape How a range of periglacial landforms develop and what their characteristics are The relationship between process, time, landforms and landscapes in periglacial settings Introduction A periglacial environment used to refer to places which were near to or at the edge of ice sheets and glaciers. However, this has now been changed and refers to areas with permafrost that also experience a seasonal change in temperature, occasionally rising above 0 degrees Celsius. But they are characterised by permanently low temperatures. Location of periglacial areas Due to periglacial environments now referring to places with permafrost as well as edges of glaciers, this can account for one third of the Earth’s surface. Far northern and southern hemisphere regions are classed as containing periglacial areas, particularly in the countries of Canada, USA (Alaska) and Russia. Permafrost is where the soil, rock and moisture content below the surface remains permanently frozen throughout the entire year. It can be subdivided into the following: • Continuous (unbroken stretches of permafrost) • extensive discontinuous (predominantly permafrost with localised melts) • sporadic discontinuous (largely thawed ground with permafrost zones) • isolated (discrete pockets of permafrost) • subsea (permafrost occupying sea bed) Whilst permafrost is not needed in the development of all periglacial landforms, most periglacial regions have permafrost beneath them and it can influence the processes that create the landforms. Many locations within SAMPLEextensive discontinuous and sporadic discontinuous permafrost will thaw in the summer months. -
The Effects of Permafrost Thaw on Soil Hydrologic9 Thermal, and Carbon
Ecosystems (2012) 15: 213-229 DO!: 10.1007/sl0021-0!l-9504-0 !ECOSYSTEMS\ © 2011 Springer Science+Business Media, LLC (outside the USA) The Effects of Permafrost Thaw on Soil Hydrologic9 Thermal, and Carbon Dynan1ics in an Alaskan Peatland Jonathan A. O'Donnell,1 * M. Torre Jorgenson, 2 Jennifer W. Harden, 3 A. David McGuire,4 Mikhail Z. Kanevskiy, 5 and Kimberly P. Wickland1 1 U.S. Geological Survey, 3215 Marine St., Suite E-127, Boulder, Colorado 80303, USA; 2 Alaska Ecoscience, Fairbanks, Alaska 99775, USA; 3 U.S. Geological Survey, 325 Middlefield Rd, MS 962, Menlo Park, California 94025, USA; 4 U.S. Geological Survey, Alaska Cooperative Fish and Wildlife Research Unit, Institute of Arctic Biology, University of Alaska Fairbanks, Fairbanks, Alaska 99775, USA; 5/nstitute of Northern Engineering, University of Alaska Fairbanks, Fairbanks, Alaska 99775, USA ABSTRACT Recent warming at high-latitudes has accelerated tion of thawed forest peat reduced deep OC stocks by permafrost thaw in northern peatlands, and thaw can nearly half during the first 100 years following thaw. have profound effects on local hydrology and eco Using a simple mass-balance model, we show that system carbon balance. To assess the impact of per accumulation rates at the bog surface were not suf mafrost thaw on soil organic carbon (OC) dynamics, ficient to balance deep OC losses, resulting in a net loss we measured soil hydrologic and thermal dynamics of OC from the entire peat column. An uncertainty and soil OC stocks across a collapse-scar bog chrono analysis also revealed that the magnitude and timing sequence in interior Alaska.