The International Structure of a Pala and a Peat Plateau in The
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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. -
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. -
Oliva Vieira 2017.Pdf
Catena 149 (2017) 637–647 Contents lists available at ScienceDirect Catena journal homepage: www.elsevier.com/locate/catena Soil temperatures in an Atlantic high mountain environment: The Forcadona buried ice patch (Picos de Europa, NW Spain) Jesús Ruiz-Fernández a,⁎,MarcOlivab, Filip Hrbáček c, Gonçalo Vieira b, Cristina García-Hernández a a Department of Geography, University of Oviedo, Oviedo, Spain b Centre for Geographical Studies, Institute of Geography and Spatial Planning, Universidade de Lisboa, Lisbon, Portugal c Department of Geography, Masaryk University, Brno, Czech Republic article info abstract Article history: The present study focuses on the analysis of the ground and near-rock surface air thermal conditions at the Received 15 February 2016 Forcadona glacial cirque (2227 m a.s.l.) located in the Western Massif of the Picos de Europa, Spain. Temperatures Received in revised form 13 June 2016 have been monitored in three distinct geomorphological and topographical sites in the Forcadona area over the Accepted 27 June 2016 period 2006–11. The Forcadona buried ice patch is the remnant of a Little Ice Age glacier located in the bottom of a Available online 1 August 2016 glacial cirque. Its location in a deep cirque determines abundant snow accumulation, with snow cover between 8 and 12 months. The presence of snow favours stable soil temperatures and geomorphic stability. Similarly to Keywords: fi Soil temperatures other Cantabrian Mountains, the annual thermal regime of the soil is de ned by two seasonal periods (continu- Cirque wall temperatures ous thaw with daily oscillations and isothermal regime), as well as two short transition periods. -
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. -
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. -
Structures Caused by Repeated Freezing and Thawing in Various Loamy Sediments: a Comparison of Active, Fossil and Experimental Data
EARTH SURFACE PROCESSES AND LANDFORMS, VOL. 9,553-565 (1984) STRUCTURES CAUSED BY REPEATED FREEZING AND THAWING IN VARIOUS LOAMY SEDIMENTS: A COMPARISON OF ACTIVE, FOSSIL AND EXPERIMENTAL DATA BRIGITTE VAN VLIET-LANOE AND JEAN-PIERRE COWARD Centre de Giomorphologie du C.N.R.S., Rue des Tilieuis, 14000 Caen, France AND ALBERT PISSART Laboratoire de Giographie Physique et Giofogie du Quarernaire. Universiti de Li2ge, 7 place du XX Aolit. 4000 Liege, Belgique ABSTRACT In this paper, the authors present the results of both macroscopic and microscopic investigations on structure development created by repeated ice lensing in various loamy experiments. Experimental data are compared with observations performed on active forms in High Arctic and Alpine Mountain environments. Those observations are also compared with phenomena observed in fossil periglacial formations of Western Europe. Platy and short prismatic structure formation is bonded to the hydraulic and thermal conditions during ice segr%ation. When a long series of alternating freezing and thawing affects platy structures, the fabric evolves, also being influenced by slope and drainage conditions: cryoturbations, frostcreep, and gelifluction can appear. They are characterized by specific microfabrics which are better developed with an increasing number of cycles: this is clear in experiments where hydraulic and thermal parameters are better controlled. Vesicles are also a prominent characteristic of the surface horizon in experiments and arctic soils. The genesis of vesicles is discussed on the basis of new observations and is related to the mechanical collapse of frost-created aggregates under the mechanical work of soil air escape during soil saturation by water at thaw. -
Frost Heave Due to Ice Lens Formation in Freezing Soils 1
Nordic Hydrolgy, 26, 1995, 125-146 No pd11 m,ty ix ~rproduredby .my proce\\ w~thoutcomplete leference Frost Heave due to Ice Lens Formation in Freezing Soils 1. Theory and Verification D. Sheng, K. Axelsson and S. Knutsson Department of Civil Engineering, Lulei University of Technology, Sweden A frost heave model which simulates formation of ice lenses is developed for saturated salt-free soils. Quasi-steady state heat and mass flow is considered. Special attention is paid to the transmitted zone, i.e. the frozen fringe. The permeability of the frozen fringe is assumed to vary exponentially as a function of temperature. The rates of water flow in the frozen fringe and in the unfrozen soil are assumed to be constant in space but vary with time. The pore water pres- sure in the frozen fringe is integrated from the Darcy law. The ice pressure in the frozen fringe is detcrmined by the generalized Clapeyron equation. A new ice lens is assumed to form in the liozen fringe when and where the effective stress approaches zero. The neutral stress is determined as a simple function of the un- frozen water content and porosity. The model is implemented on an personal computer. The simulated heave amounts and heaving rates are compared with expcrimental data, which shows that the model generally gives reasonable esti- mation. Introduction The phenomenon of frost heave has been studied both experimentally and theoreti- cally for decades. Experimental observations suggest that frost heave is caused by ice lensing associated with thermally-induced water migration. Water migration can take place at temperatures below the freezing point, by flowing via the unfrozen wa- ter film adsorbed around soil particles. -
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. -
A Changing Arctic: Ecological Consequences for Tundra, Streams and Lakes
A CHANGING ARCTIC: ECOLOGICAL CONSEQUENCES FOR TUNDRA, STREAMS AND LAKES Edited by John E. Hobbie George W. Kling Chapter 1. Introduction Chapter 2. Climate and Hydrometeorology of the Toolik Lake Region and the Kuparuk River Basin: Past, Present, and Future Chapter 3. Glacial History and Long-Term Ecology of the Toolik Lake Region Chapter 4. Late-Quaternary Environmental and Ecological History of the Arctic Foothills, Northern Alaska Chapter 5. Terrestrial Ecosystems Chapter 6. Land-Water Interactions Research Chapter 7. Ecology of Streams of the Toolik Region Chapter 8. The Response of Arctic-LTER Lakes to Environmental Change Chapter 9. Mercury in the Alaskan Arctic Chapter 10. Ecological consequences of present and future change 1 <1>Chapter 1. Introduction John E. Hobbie <1>Description of the Arctic LTER site and project Toolik, the field site of the Arctic Long Term Ecological Research (LTER) project, lies 170 km south of Prudhoe Bay in the foothills of Alaska’s North Slope near the Toolik Field Station (TFS) of the University of Alaska Fairbanks (Fig. 1.1).[INSERT FIGURE 1.1 HERE] The project goal is to describe the communities of organisms and their ecology, to measure changes that are occurring, and to predict the ecology of this region in the next century. Research at the Toolik Lake site began in the summer of 1975 when the completion of the gravel road alongside the Trans-Alaska Pipeline, now called the Dalton Highway, opened the road-less North Slope for research. This book synthesizes the research results from this site since 1975, as supported by various government agencies but mainly by the U.S. -
Modelling Gelifluction Processes: the Significance of Frost Heave and Slope Gradient
Permafrost, Phillips, Springman & Arenson (eds) © 2003 Swets & Zeitlinger, Lisse, ISBN 90 5809 582 7 Modelling gelifluction processes: the significance of frost heave and slope gradient C. Harris & J.S. Smith Department of Earth Sciences, Cardiff University, Cardiff, United Kingdom ABSTRACT: In this paper we describe laboratory modelling of gelifluction processes using the geotechnical centrifuge technique. Frozen 1/10 scale planar slope models were frozen from the surface downwards on the lab- oratory floor and thawed, also from the surface downwards, under gravitational acceleration of 10 gravities. A natural sandy silt soil formed the base test material and slope models at gradients 4°, 8°, 12° and 16° were. Each slope model was subjected to four cycles of freezing and thawing except for the 16° model, which failed during the first thaw cycle. During thaw, soil temperatures and pore water pressures were recorded continuously, together with soil thaw settlement and surface displacement. Following each experiment, models were sectioned to observe displacement columns embedded within the soil mass, which showed the profiles of soil movement and allowed volumetric displacements to be calculated. It is shown that both frost heave and slope gradient strongly affect rates of surface movement. 1 INTRODUCTION Table 1. Soil properties, Prawle test soil. Clay (%) Silt (%) Sand (%) LL (%) PI (%) Ј° cЈ(kPa) This paper describes scaled centrifuge modelling of gelifluction processes. Gelifluction and frost creep are 5 16 79 18 4 35 2 dominant in a wide range of arctic and alpine environ- ments (e.g. Mackay 1981, Washburn 1967, 1999, Gorbunov & Seversky 1999, Matsuoka & Hirakawa 2000), and rates depend on many environmental fac- movement deposits at Prawle Point, Devon, England tors, including slope gradient, soil moisture con- (Table 1). -
A Differential Frost Heave Model: Cryoturbation-Vegetation Interactions
A Differential Frost Heave Model: Cryoturbation-Vegetation Interactions R. A. Peterson, D. A. Walker, V. E. Romanovsky, J. A. Knudson, M. K. Raynolds University of Alaska Fairbanks, AK 99775, USA W. B. Krantz University of Cincinnati, OH 45221, USA ABSTRACT: We used field observations of frost-boil distribution, soils, and vegetation to attempt to vali- date the predictions of a Differential Frost Heave (DFH) model along the temperature gradient in northern Alaska. The model successfully predicts order of magnitude heave and spacing of frost boils, and can account for the circular motion of soils within frost boils. Modification of the model is needed to account for the ob- served variation in frost boil systems along the climate gradient that appear to be the result of complex inter- actions between frost heave and vegetation. 1 INTRODUCTION anced by degrading geological processes such as soil creep. Washburn listed 19 possible mechanisms re- This paper discusses a model for the development sponsible for the formation of patterned ground of frost boils due to differential frost heave. The in- (Washburn 1956). The model presented here ex- teractions between the physical processes of frost plains the formation of patterned ground by differen- heave and vegetation characteristics are explored as tial frost heave. DFH is also responsible, at least in a possible controlling mechanism for the occurrence part, for the formation of sorted stone circles in of frost boils on the Alaskan Arctic Slope. Spitsbergen (Hallet et al 1988). A recent model due to Kessler et al (2001) for the genesis and mainte- Frost boils are a type of nonsorted circle, “a pat- nance of stone circles integrates DFH with soil con- terned ground form that is equidimensional in sev- solidation, creep, and illuviation.