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1.
Although maps of active-layer thickness have useful roles in geocryology, polar ecology, and hydrology, a lack of geographically distributed data at appropriate scales has prevented their widespread implementation. The n-factor (ratio of temperature at the soil surface to that in the air) has considerable potential as a tool for mapping active-layer thickness and other geocryological parameters by providing refinements to relatively simple analytic solutions for the depth of thaw. Although temperature data from the soil surface under representative land-cover units have rarely been collected historically, recent advancements in data-logger technology allow the variability of soil-surface temperature regimes to be assessed inexpensively over small temporal and spatial intervals. Temperature data collected in the air at 2 m height and at the soil surface within 10 representative land-cover units in the Kuparuk River region of north-central Alaska were used to compute seasonal n-factor values for specific vegetation-soil associations. The resulting values were used with degree-day sums, a digital elevation model, and a digital map of vegetation to compute a modified Stefan estimate of thaw depth over a 26,278 km2 area. Comparisons between maps based on the n-factor and an empirical, data-intensive method show similar performance. Given sufficient ancillary data, the n-factor provides a useful tool for mapping active-layer thickness over large areas without intensive in situ data collection. [Key words: Alaska, permafrost, active-layer thickness, frozen ground, mapping, temperature.] 相似文献
2.
Two classes of anthropogenic landforms can be recognized in the permafrost environment of northern Alaska. Primary anthropogenic landforms result from the operation of natural geomorphic processes on man-made features such as roads or gravel berms. Secondary anthropogenic forms are identical to natural geomorphic features, but evolve as indirect consequences of human actions. The first group is illustrated by a badly thermokarsted road, which has caused serious drainage disruptions likely to persist over a long time period. Secondary forms are exemplified by fields of palsa-like features, which are common where pipeline-related construction activities or structures cause shallow ponding. Because they evolve rapidly, anthropogenic permafrost landforms can provide great insight into the development of natural periglacial features. 相似文献
3.
Human-induced climatic warming will have major impacts on permafrost, which presently underlies half of Canada's land mass. The adaptation of the northern environment and its physical processes to the altered climate may be contemporaneous or may lag behind climatic change. The extent of permafrost will diminish, accompanied by modifications of the land surface through thermokarst or mass wasting. Streamflow regimes, sediment transport, coastal flooding and erosion will be affected. The magnitude of most components of the water balance will be altered. More research is needed to understand how the permafrost environment behaves during the transient phase, and the problem of permafrost adaptation should be addressed holistically. [Key words: climatic change, frozen ground, ground ice, hydrology, permafrost, periglacial geomorphology, water balance.] 相似文献
4.
基于遥感与SRTM的青藏高原冰缘地貌信息提取方法——以1 ∶ 100万标准分幅拉萨幅(H46)为例 总被引：5，自引：0，他引：5
根据模型和分布函数,本文首先依据多年平均气温、地温和SRTM等数据对研究区域冰缘地貌的分布范围进行分别提取,并利用遥感数据和人工解译方式对其进行了修正。在此基础上,采用一定指标,利用SRTM数据对冰缘地貌次级类型(如起伏度、海拔高度和坡度等)进行了提取,从而完成研究区域冰缘地貌信息的提取。研究结果表明:①研究区域冰缘地貌总面积约5.15×104km2,主要分布在研究区域的西北部和西南部,另外在东北部也有少量分布;通过提取,研究区域中最重要的冰缘地貌类型是冰缘作用的中起伏缓极高山,面积约0.82×104km2,分布范围较广。②冰缘地貌的分布与海拔高度、气温和地温等有密切的关系,基于此提取的结果可为冰缘地貌的解译提供一定的参考;由于青藏高原气象站点较少,数据精度较低,自动提取精度受到很大限制,因此进行人工解译修正是非常重要和必不可少的。 相似文献
5.
基于MK检验、滑动t检验、EOF分析方法,使用近50年（1961-2012年）黑龙江省32个气象基准台站逐日冻土观测数据、气温观测数据,对黑龙江省冻土厚度时空变化特征进行了分析。结果表明：① 近50年黑龙江省冻土厚度减少了12.86 cm,下降速率为-0.53 cm/a,以2001年为界发生了突变。② 冻土厚度空间分布呈现由北厚南薄格局,中部地区冻土厚度较同纬度其他区域偏低;空间变化呈现南部冻土厚度降低快,北部降低慢,中部与西部、东南部呈相反变化的特征,伊春、铁力、漠河观测点为冻土变化敏感区。③ 气温是影响黑龙江省冻土厚度变化的主要因素,与冻土厚度相关系数为-0.611。本文的主要贡献为揭示了黑龙江省冻土厚度的空间变化特征,为相关研究及各级政府规划提供了依据。 相似文献
6.
《自然地理学》2013,34(4):264-278
Permafrost studies first developed as part of the science of geocryology in Russia in the early part of the 20th century. Periglacial geomorphology emerged in the 1950s as a branch of a European-dominated climatic geomorphology. Since then, periglacial geomorphology in North America has become increasingly concerned with permafrost-related process studies and is now viewed by some as a branch of geocryology. The recent development of North American cryostratigraphy allows inferences to be made regarding paleoenvironmental conditions while traditional Pleistocene-oriented periglacial geomorphology has been largely replaced by Quaternary science. The danger exists that North American periglacial geomorphology will cease to be a recognizable sub-branch of geomorphology. 相似文献
7.
《Norsk geografisk tidsskrift. Norwegian journal of geography》2012,66(4):245-252
The Posets massif is located in the Central Pyrenees and reaches a height of 3363 m a.s.l. at the Posets peak, the second highest massif in the Pyrenees. Geomorphological maps of scales 1:25000 and 1:10000, BTS (bottom temperature of winter snow), ground measurements and snow poles were used to observe the more representative periglacial active landform association, ground thermal regime, the winter snow cover evolution and basal temperatures of snow. The main active periglacial landforms and processes related to the ground thermal regime and snow cover were studied. Mountain permafrost up to 2700 m a.s.l. on northexposed slopes and up to 2900 m a.s.l. on south-exposed slopes were detected. Three permafrost belts were differentiated: sporadic permafrost between 2700 and 2800 m a.s.l. and between 2850 and 3000 m a.s.l., discontinuous permafrost between 2800 and 2950 and between 2950 and 3050, and continuous permafrost up to 2900 m a.s.l. and up to 3050 m a.s.l. on northern and southern slopes, respectively. 相似文献
8.
Permafrost in Svalbard: a review of research history, climatic background and engineering challenges 总被引：3，自引：0，他引：3
This paper reviews permafrost in High Arctic Svalbard, including past and current research, climatic background, how permafrost is affected by climatic change, typical permafrost landforms and how changes in Svalbard permafrost may impact natural and human systems. Information on active layer dynamics, permafrost and ground ice characteristics and selected periglacial features is summarized from the recent literature and from unpublished data by the authors. Permafrost thickness ranges from less than 100 m near the coasts to more than 500 m in the highlands. Ground ice is present as rock glaciers, as ice-cored moraines, buried glacial ice, and in pingos and ice wedges in major valleys. Engineering problems of thaw-settlement and frost-heave are described, and the implications for road design and construction in Svalbard permafrost areas are discussed. 相似文献
9.
Morphology and geotechnique of active-layer detachment failures in discontinuous and continuous permafrost, northern Canada 总被引：3，自引：1，他引：3
Fifty active-layer detachment failures triggered after forest fire in the discontinuous permafrost zone (central Mackenzie Valley, 65° N.) are compared to several hundred others caused by summer meteorological triggers in continuous permafrost (Fosheim Peninsula, Ellesmere Island, 80°N). Most failures fall into compact or elongated morphological categories. The compact type occur next to stream channels and have little internal disturbance of the displaced block, whereas the elongated types can develop on any part of the slope and exhibit greater internal deformation. Frequency distributions of length-to-width and length-to-depth ratios are similar at all sites. Positive pore pressures, expected theoretically, were measured in the field at the base of the thawing layer. Effective stress analysis could predict the instability of slopes in both areas, providing cohesion across the thaw plane was set to zero and/or residual strength parameters were employed. The location of the shear planes or zones in relation to the permafrost table and the degree of post-failure secondary movements (including headwall recession and thermokarst development within the failure track) differed between the localities, reflecting dissimilarity in the environmental triggers and in the degree of ground thermal disturbance. 相似文献
10.
The occurrence of permafrost in a highly permeable catchment has a profound effect on runoff generation. The presence of permafrost effectively makes the subsoil impermeable. Therefore, overland flow can be the dominant runoff-generating process during periglacial conditions. The absence of permafrost will promote subsurface drainage and, therefore, saturation excess overland flow can become the dominant runoff-generating process during temperate conditions. In this paper, we present a numerical modelling study in which the effect of alternating climate-related phases of permafrost and nonpermafrost on catchment hydrology and geomorphology is investigated. Special attention is given to the characteristics of the channel network being formed, and the sediment yield from these catchments. We find that channel networks expand under permafrost conditions and contract under nonpermafrost conditions. A change from permafrost to nonpermafrost conditions is characterised by a decrease in sediment yield, while a change towards permafrost conditions is marked by a peak in sediment yield. This peak is explained by the build-up of a reservoir of erodible sediment during the nonpermafrost phase. The driving force behind this reservoir build-up may be local base-level change due to tectonic uplift or eustacy. We present a number of experiments, which show the details of this process. The results are in line with existing reconstructions of climate and fluvial dynamics during the Pleistocene in Europe and offer a new explanation to these observations. 相似文献
11.
Daniel Nichols 《寒旱区科学》2014,6(4):0361-0371
Alaska has many construction design challenges due to permafrost. Due to either climate changes or human activities and development, permafrost often becomes unstable. Unstable soils can cause thaw settlement, frost jacking, or heaving. These can cause damage to infrastructure, increase maintenance costs, and decrease the life of construction projects. Kotzebue, Alaska, a remote village in the northwest arctic part of Alaska, is ideal for observing such permafrost effects on infrastructure. Three case studies of Kotzebue construction projects are reviewed here： the Front Loop Water Main Extension, which shows the importance of both passive and active freeze thaw protection for water service pipes and how to minimize differential movement between pipes and buildings; the Wastewater Lift Station Replacement, which describes methods for reducing thaw settlement in buildings over time when it is not feasible to prevent thaw settlement, and compares the benefits of frozen ground excavation over traditional excavation practices; and the Ted Stevens Way Rehabilitation, which discusses the effectiveness of 2001 best design practices for gravel road construction over tundra and permafrost, identifies their design and construction failures, and proposes future solutions. 相似文献
12.
Soil temperature records obtained from the active layer above permafrost at a site in northern Alaska during autumn and winter have variance spectra inconsistent with a purely conductive heat-transfer system. Although conductive heat-transfer theory predicts that temperature fluctuations are attenuated with depth, sub-diurnal thermal variance at the 50-cm level, near the base of the active layer, exceeded that at the 10-cm level. Short segments of the temperature record were drawn from three distinct periods of soil-frost conditions: (1) at the maximum vertical development of the active layer in early autumn; (2) during frost penetration and the formation of a zero curtain in early winter; and (3) after freezeback of the active layer. The variance spectra of these time series show systematic seasonal transitions that reflect changing mechanisms of heat transfer. During the first and second periods, heat transfer by internal evaporation and condensation dominates at wavelengths in the diurnal range. The spectral traces are not strongly self-similar and the fractal dimensions indicate extreme space-filling, especially at deeper levels. Once the active layer is frozen, conductive heat transfer dominates, producing a trend toward self-similarity. Both the thermal variance and the fractal dimension decrease with depth in the frozen regime. [Key words: Alaska, active layer, coupled flow, fractal dimension, frozen ground, heat transfer, permafrost, soil freezing, spectral analysis, zero curtain.] 相似文献
13.
《Norsk geografisk tidsskrift. Norwegian journal of geography》2012,66(4):235-240
The Kozia Dolinka valley lies at an altitude above 1900 m a.s.l. on the northern slope of the main ridge of the High Tatra Mountains. Mountain permafrost occurrences were studied with the use of BTS, infrared imaging, water and ground temperature measurements and DC resistivity soundings. The data suggest the existence of isolated patches of permafrost. The lowest observed bottom temperature of winter snow values was in the order of-10C. DC soundings revealed the existence of a high resistivity layer of limited extent. Permafrost seasonal monitoring was conducted with resistivity soundings. Measurements were carried out in spring-autumn 1999, when a distinct change in permafrost thickness was observed. 相似文献
14.
The development and age of the present geomorphology and superficial material of the Coloradofjella plateau, Spitsbergen, have been investigated through field surveying and laboratory sediment analyses. The focus was specifically on the role of glacial erosion and periglacial processes. The summit plain is deeply incised with large V-shaped valleys. Extensive networks of ice wedge polygons indicate that the fine-grained regolith is at least a few metres thick. An abundance of coarse-grained gabbroid erratics, clearly derived from sources further to the east, are distributed over parts of the summit plain. A vertical-walled dolerite dyke protruding up to 4 m above the adjacent surface shows no sign of glacial erosion. Our findings confirm that the present bedrock geomorphology and regolith in the summit plain survived at least the Late Weichselian glaciation. This is best explained by the ice sheet having been cold-based throughout its existence on the summit plain. Cold-based conditions imply that permafrost survived the last glacial cover. Based on the geomorphic evidence and estimates of Late Cenozoic erosion, we suggest that the present summit plains roughly represent the remains of a preglacial surface. 相似文献
15.
CHRISTOF KNEISEL Þ. SÆMUNDSSON A.A. BEYLICH 《Geografiska Annaler: Series A, Physical Geography》2007,89(1):41-50
Four different sites in the highlands of central Iceland have been investigated for permafrost occurrence using two‐dimensional resistivity imaging. The results of the surveys indicate the presence of shallow permafrost of low to medium resistivity. The distribution pattern is spatially heterogeneous which is consistent with permafrost at the fringe of seasonal frost. These sites are likely to react rapidly to changes of the environmental boundary conditions, therefore future research should include monitoring for detecting the early impact of climate change on permafrost degradation. The extent to which periglacial morphodynamics and sediment fluxes are influenced by permafrost and/or seasonal frost and potential permafrost degradation is hard to determine. Hence, long‐term monitoring approaches for both permafrost and sediment dynamics are essential. 相似文献
16.
The Eighth International Symposium on Permafrost Engineering was held in Xi’an,China,October 2009.The major topics discussed in the symposium included:permafrost engineering (involving design,construction and evaluation);mitigation of frost hazards in the regions affected by seasonally frozen ground;properties of frozen soils,model development and their applications;frost hazards and periglacial environments in mountain and plateau regions;climatic,environmental and cryospheric changes;and permafrost hydrology,cold regions water resources and land uses.The papers submitted to the symposium and lectures during the meeting represented some new developments of research on cold region engineering and environment.Here we summarized the works of the symposium in topics including:Permafrost engineering;General geocryology;Properties of frozen soils:model development and their applications;And climatic,environmental and cryospheric changes.During the symposium,the attendees pointed out that future studies should pay more attention to theoretical study and engineering mechanism study,and also on interaction between climate change and cold region environments and their engineering affects. 相似文献
17.
Mauro Guglielmin Alessandro Biasini & Claudio Smiraglia 《Geografiska Annaler: Series A, Physical Geography》1997,79(1-2):17-24
All periglacial and glacial landforms investigated in the Northern Foothills have a very thin active layer (0.1–0.3 m thickness) overlying a thin permafrost layer, characterised by electrical resistivities ranging between 13 and 50 kΩm and by different thicknesses. Below this surficial layer, different types of ground ice (with a resistivity range from 8000 to 0.1 kΩm) were detected. These different types of ground ice permitted ice-cored rock glaciers to be distinguished from ice-cemented rock glaciers, subsea permafrost to be identified in some raised beaches, and other interpretations to be suggested about a debris-covered glacier. These results have been obtained by vertical electrical soundings (VES) carried out in ice-free areas of the Northern Foothills, near Terra Nova Bay Station during the tenth national Italian expedition in Antarctica (1994–1995). In these areas on the basis of previous geomorphological research, some landforms such as rock glaciers, raised beaches with patterned ground and debris-covered glaciers were chosen to carry out the VES. The electrical prospection can be considered a good means for understanding the origins of landforms in ice-free areas of Antarctica and for making a contribution to the palaeoenvironmental reconstruction of this continent. 相似文献
18.
试论青藏高原多年冻土类型的划分 总被引：5，自引：1，他引：5
本文采用综合分析与主导因素相结合的原则，以干燥度作为主要指标并参考年降水量，年平均相对湿度及气温较差等，结合地形因素将青藏庙的多年冻土划分为：湿润，亚湿润，半干旱，干旱和极干旱５种类型，并对各类型代表性和冻土地区进行分别论述。 相似文献
19.
本区位于东昆仑山腹地,青藏高原多年冻土区的北缘。区内海拔高,地形相对高差较大,气候寒冷而较干旱。故冰缘作用强烈,冰缘现象种类繁多。本区冰缘作用及其形态类型的分布具明显的垂直地带性。自高至低有4个冰缘作用带,各带内冰缘现象不同。区内冰缘现象的动态变化相当复杂,这与环境条件有关,主要决定于自身的生成条件。 相似文献
20.
On the Vantage Peak nunatak in the Juneau Icefield of southeastern Alaska, grus and soils display evidence of extensive chemical alteration in a self-evidently periglacial environment. Accompanying the alteration of bedrock to grus and soil is a decrease in grain size. Grus is dominated by very coarse sand while the soils are predominantly fine sand. Grain-size reduction is attributed primarily to mineral grain dissolution. Total chemical analyses show that alkali earths (calcium and magnesium) and alkalis (sodium and potassium) are lost as weathering progresses, while silicon and iron increase relative to resistant elements. Secondary clay minerals present in the grus and soils appear to have been derived from clay-size primary minerals. Vermiculite is the principal secondary clay mineral and appears to have formed by the alteration of biotite. Scanning electron microscopy shows that quartz and feldspars are primarily weathered by dissolution with no evidence of feldspar transformation to secondary clays. Superimposed on these weathering transformations is evidence of eolian processes. Chemical weathering processes, notably dissolution and clay mineral transformation, do occur in the periglacial environment of the Vantage Peak nunatak and are clearly an important component of the periglacial geomorphic process suite. 相似文献