1960-2015年新疆塔什库尔干河谷季节性冻土对气候变化的响应

利用1960-2015 年新疆塔什库尔干河谷季节性冻土的冻结始日、冻结终日、年冻结日数、年累积冻土厚度、最大冻土深度等特征指标资料,采用气候倾向率、气候突变、气候变化趋势的持续性等方法,分析近56 a该地区季节性冻土的年际、年代际变化特征。研究发现：（1）在全球变暖的背景下,1960-2015 年新疆塔什库尔干河谷气温变化亦呈上升趋势,升温趋势的持续性较强,升温幅度0.03 ℃·a^-1、0.29 ℃·（10 a）^-1、0.74 ℃·（30 a）^-1。（2）在1960-2015年期间,该地区季节性冻土呈退化趋势,具体表现为;冻结始日推迟,冻结终日提前,年冻结日数减少,年累积冻土厚度减小,最大冻土深度减小。（3）在1960-2015年期间,该地区季节性冻土持续退化趋势持续性强。（4）1960-2015 年新疆塔什库尔干河谷季节性冻土对气温变暖的具体响应呈现为退化状态。（5）按气候升温率Gt;0.034~0.046 ℃·a^-1 计算,在气候变暖背景下,该地区季节性冻土到2050 年（较2000 年）的冻结始日将推迟12~15 d、年冻结日数将减少21~27 d、年累积冻土厚度将减少36.3%~46.7%。     

积沙影响下伏冻土的水热耦合模型研究

青藏高原地区冻土正呈退化趋势,除气候变化、人为活动的影响外,沙漠化也被认为是冻土退化的原因之一,但仍存在较大争议。基于不饱和土渗流和热传导理论,结合CoLM和Coup-Model模型,初步构建了积沙-冻土-水热概念模型和耦合模型。并在两模型的基础上,讨论了沙层反射率、积沙体热容量、积沙体厚度和沙的传热率等参数对下伏冻土的热影响过程。结果表明,沙层的反射率、地面发射率均高于天然地表,沙层接受的热量较天然地表偏少;积沙地表下的沙层和活动层能截留更多热量,使冻结层获得的热量相对减少;沙的导热性较差,导致积沙地表下地温变化出现延迟,从而延缓冻土退化;同时,积沙无论厚薄,都将起到延缓冻土退化的作用。因而,沙漠化对青藏高原冻土退化的影响可能较小,但全面揭示沙漠化对冻土的影响仍需深入研究。     

冻融条件下土壤中水盐运移规律模拟研究

冻融作用是土壤盐碱化独特的形成机制,冻融条件下土壤中盐分迁移是水分对流、浓度梯度、温度梯度、不同溶质、土壤结构及质地等因素作用下的综合结果,温度是导致土壤中水分与盐分迁移的驱动力。在土壤冻融过程中,水分和盐分的两次迁移过程构成了特殊的水盐运动规律。在冻融过程中,土壤剖面结构发生变异,形成冻结层、似冻结层和非冻结层。冻结带土水势降低导致水分不断向冻层迁移,冻结缘以下的盐分同步向上运移,整个冻层的土壤含盐量明显增加;在融化过程中,随着地表蒸发逐渐强烈,使冻结过程中累积于冻结层中的盐分,转而向地表强烈聚集,使表层的盐分含量急剧上升。当冻结层未融通之前,尚未融化的冻层起到隔水的作用,不但阻止顶部融水向下层渗透,而且隔断了与下层水的联系。模拟实验结果充分证明了中国北方冻融区域土壤盐碱化的发生过程,为有效防治土壤盐碱化提供了理论依据。     

1981—2018年内蒙古典型草原季节性冻土对气候变化的响应

以1981—2018年内蒙古典型草原季节性冻土为研究对象,通过气候倾向率、Mann-Kendall法、多元线性回归等方法,分析最大冻土时空分布特征、年际、年代际变化,研究影响最大冻土深度变化的气象因子。结果表明：（1） 内蒙古典型草原季节性冻土冻结初日在9—11月,终日在4—6月,年内最大冻土深度出现在2—3月,深度在100~280 cm之间。（2） 最大冻土深度年际变化分为下开口抛物线型、上开口抛物线型、正弦曲线型,从最大冻土深度气候倾向率看呈现减小趋势的站点有68%。（3） 最大冻土深度年代际变化分为逐年代递减、减-增型和无明显变化规律,50%的站点在1989年以后最大冻土深度发生突变。（4） 多元线性回归表明气温冻结指数、年平均风速、年极端最低气温对最大冻土深度产生显著影响。该研究揭示了最大冻土深度存在退化的事实,为草原应对气候变化提供指导,为陆地土壤和大气碳循环交换的研究给出提示。     

非饱和冻土渗透系数测定装置及实验研究

我国具有广大的季节冻土和多年冻土区,冻土渗透系数的测定是研究冻土区水文地质与工程地质的关键。冻土渗透系数的测定与常规测定方法不同,需要满足在渗透系数测定的条件下不融化的基本条件。基于此,本文设计了冻土渗透系数测定的实验装置,主要有三部分组成,分别为低温恒温装置、渗透仪装置、渗流装置;之后,制作了不同含水率的冻土样,并用质量分数为10%的盐溶液作为渗透液体,测量了不同含水率冻土样的渗透系数,结果表明:随着含水率的增加,冻土的渗透系数减小的越来越快。     

北京冬季土壤冻结过程的分析与冻土深度的计算

在我国北部地区,入冬以后土壤便逐渐冻结。这种土壤季节性冻结的现象,乃是一项重要的气候特征。同时,它对于许多国民经济部门,特别是对农业具有重大的意义。近年来,北京正在进行大规模经济建设,建筑工程界对冻土资料的需要也是很迫切的。然而,北京的冻土资料却异常缺乏,几乎可以说是没有。几年来,虽然对冻土深度进行了观     

北京冬季土壤冻结过程的分析与冻土深度的计算

在我国北部地区,入冬以后土壤便逐渐冻结。这种土壤季节性冻结的现象,乃是一项重要的气候特征。同时,它对于许多国民经济部门,特别是对农业具有重大的意义。近年来,北京正在进行大规模经济建设,建筑工程界对冻土资料的需要也是很迫切的。然而,北京的冻土资料却异常缺乏,几乎可以说是没有。几年来,虽然对冻土深度进行了观     

古尔班通古特沙漠季节性冻土入渗特性试验研究

以古尔班通古特沙漠南缘融雪期冻结土壤入渗试验为依据,分析了沙漠地区季节性冻土水分入渗特性及主要影响因素.结果表明:沙漠地区季节性冻土具有较高的入渗能力,沙漠冻结风沙土的稳渗率为0.26～0.30 mm/min,是田间冻结壤土的10～20倍,可以保证融雪水及时入渗进入土壤,为融雪水的高效储存创造了有利条件.入渗能力随着土壤含水率的升高而减小.沙地土壤初始的低含水率、土壤大孔隙结构特征是沙地冻结土壤具有较高入渗能力的主要原因.研究结果为进一步研究春季融雪水在沙地的再分配过程奠定了基础.     

松嫩平原盐沼湿地冻融期水盐动态研究--吉林省长岭县十三泡地区湖滩地为例

以吉林省长岭县十三泡地区湖滩地为例 ,选取有代表性的月份进行定位观测、实验和对比分析 ,研究了冻融期盐沼湿地水盐运移的特殊规律性。研究表明 ,盐沼湿地冻结期 ,由于冻层的存在 ,土体内产生的温度梯度、水势梯度 ,是冬季水盐积累的驱动力。在冻结期 ,冻层水盐自底层向上迁移 ;融冻期 ,冻层自地表向下及自暖土层向上双向融化 ,在冻层形成上层滞水 ,在冻层之下水盐从下向冻层迁移冻结。冻融期间盐沼湿地水盐迁移的热力学机制是松嫩平原土壤盐化发生机制的重要组成部分。     

基于水热变化的青藏高原土壤冻融过程研究进展

青藏高原近地层土壤冻融过程是高原地表最显著的陆面特征之一,也是判断冻土发育、存在以及反映气候变化的重要指标。近地层土壤昼夜、季节性的冻结、融化会导致青藏高原陆—气间能水平衡的变化甚至异常,从而显著影响高原地表水文过程、生态环境、碳氮循环以及高原及其周边区域的天气和气候系统。论文从观测、模拟以及对气候的影响3个角度来探讨1990年以来青藏高原土壤冻融过程的最新研究进展。结果表明：① 在一个完整的年冻融循环过程中,近地表各层土壤大体都经历了夏季融化期、春秋季融化—冻结期、冬季冻结期4个阶段。受局地因素的影响,不同站点的冻结或消融起止时间、速率、类型均有差异。② 多年冻土区和季节冻土区的日冻融循环过程差异较大,主要体现在日冻融循环持续时间上。③ 不同陆面模式都可以很好地抓住冻融过程中物理量的时空变化,但都需要针对高原陆面过程的特点进行参数化改进。④ 规避不稳定的迭代计算并根据热力学平衡方程确定冻融临界温度可以改进不合理的冻融参数化方案。基于已有研究回顾,发现增加高质量的观测站,利用卫星遥感等多种手段来反演高原土壤冻融过程以及加强陆面模式与区域气候模式和全球气候模式的耦合,并立足于高原冻融过程的特点发展相适应的参数化方案以及模拟结构的调整,能够有助于高原冻融过程的模拟。     

CHARACTERISTICS OF THE ACTIVE LAYERS ON FILDES PENINSULA OF KING GEORGE ISLAND, ANTARCTICA

From the data of the pitting, geoelectrical prospecting, temperature measurement, salt content analysis and detection by layering frost-heaving instruments, the authors discuss firstly the structural features of sediments in the active layers in this region, and proves the presence of the bowl-shaped frost table in the stone-circles area, and then analyse the regulatities of temperature distribution in the active layer, effect of salt content on electric resistivity, thaw-settlement and frost-heaving, and their control on periglacial landform development. It suggests that the five layers should exist in the subsurface structure, namely, active layer, frost sand and gravel layer, frost volcanic rock permeated by sea water, frost volcanic rock unpermeated by sea water, and unfrost ancient continental basement. Finally, the permafrost table and its vertical gradient are deduced.     

The cooling effect of crushed rock structures on permafrost under an embankment

Based on the analysis and comparison of soil temperature, thermal regime and permafrost table under the experimental embankment of crushed rock structures in Beiluhe, results show that crushed rock structures provide an extensive cooling effect, which produces a rising permafrost table and decreasing soil temperatures. The rise of the permafrost table under the embankment ranges from an increase of 1.08 m to 1.67 m, with an average of 1.27 m from 2004 to 2007. Mean annual soil temperatures under the crushed rock layer embankment decreased significantly from 2005 to 2007, with average decreases of ?1.03 °C at the depth of 0.5 m, ?1.14 °C at the depth of 1.5 m, and ?0.5 °C at the depth of 5 m. During this period, mean annual soil temperatures under the crushed rock cover embankment showed a slight decrease at shallow depths, with an average decrease of ?0.2 °C at the depth of 0.5 m and 1.5 m, but a slight rise at the depth of 5 m. After the crushed rock structures were closed or crammed with sand, the cooling effect of the crushed rock layer embankment was greatly reduced and that of the crushed rock cover embankment was just slightly reduced.     

A comparison of permafrost prediction models along a section of Trail Ridge Road, Rocky Mountain National Park, Colorado, USA

The distribution of mountain permafrost along Trail Ridge Road (TRR) in Rocky Mountain National Park, Colorado, was modeled using ‘frost numbers’ and a ‘temperature of permafrost model’ (TTOP) in order to assess the accuracy of prediction models. The TTOP model is based on regional observations of air temperature and heat transfer functions involving vegetation, soil, and snow; whereas the frost number model is based on site-specific ratios of ground temperature measurements of frozen and thawed degree-days. Thirty HOBO© temperature data loggers were installed near the surface as well as at depth (30 to 85 cm). From mid-July 2008 to 2010, the mean annual soil temperature (MAST) for all surface sites was − 1.5 °C. Frost numbers averaged 0.56; TTOP averaged − 1.8 °C. The MAST was colder on western-facing slopes at high elevations. Surface and deeper probes had similar MASTs; however, deeper probes had less daily and seasonal variation. Another model developed at the regional scale based on proxy indicators of permafrost (rock glaciers and land cover) classified 5.1 km² of permafrost within the study area, whereas co-kriging interpolations of frost numbers and TTOP data indicated 2.0 km² and 4.6 km² of permafrost, respectively. Only 0.8 km² were common among all three models. Three boreholes drilled within 2 m of TRR indicate that permafrost does not exist at these locations despite each borehole being classified as containing permafrost by at least one model. Addressing model uncertainty is important because nutrients stored within frozen or frost-affected soils can be released and impact alpine water bodies. The uncertainty also exposes two fundamental problems: empirical models designed for high latitudes are not necessarily applicable to mountain permafrost, and the presence of mountain permafrost in the alpine tundra of the Colorado Front Range has not been validated.     

南极乔治王岛菲尔德斯半岛冰缘地貌过程分析

根据定位重复测量、坑探、物探、人工灌水、地温资料和样品室内分析,作者讨论了菲尔德斯半岛石冰川、倒石堆、分选环、石花、流动性条纹土等冰缘地貌变化过程和沉积结构特征,论证了含盐量对电阻率和冰缘地貌物质迁移的影响,最后指出了本区冰缘研究的问题。     

塔里木沙漠公路沿线不同地下水埋深下的土壤水盐分布特征

通过在塔里木沙漠公路沿线选取3个不同地下水埋深区域（地下水埋深分别为3 m、7.3 m、13.7 m）取样并测定土壤含水率和含盐量,分析了地下水埋深对于土壤水盐分布的影响。结果表明：不同地下水埋深处土壤含水率随深度增加均先减小后增大,盐分的变化相对比较复杂;砂土最大毛细上升高度大约为1.8 m;黏土层具有聚水积盐的作用,其分布处含水率和含盐量都比较大;灌溉水影响深度为1.2 m。研究结果充分考虑了地下水埋深在土壤水盐分布中起的重要作用,在相关研究中具有重要的参考意义,对于建立合理的灌溉制度具有重要的指导意义。     

Internal Structure and Permafrost Characteristics of the Rock Glaciers of Southern Carpathians (Romania) Assessed by Geoelectrical Soundings and Thermal Monitoring

Six rock glaciers in the Southern Carpathians have been investigated by means of geoelectrical soundings in order to detect their internal stratigraphy and the existence of frozen sediments. In the case of three relict rock glaciers, the electrical resistivity measurements indicated a typical internal structure. Low resistivity values (<10 kΩm) which are typical of unfrozen fine‐grained materials were obtained, but high resistivity values (25–240 kΩm) measured in the Pietroasa, Ie?u and Pietrele rock glaciers denote the presence of sediments cemented by interstitial ice and ice lenses. Based on the moderate resistivity values, the ice content is probably low to medium in the upper portion of these rock glaciers, that is, above 2040 m. At two sites (Pietroasa and V?iuga rock glaciers), ground surface temperature (GST) evolution was monitored using digital dataloggers. Mean annual ground surface temperature and GST regime throughout the winter were extracted from the recordings and confirmed the probability of permafrost occurrence in Pietroasa rock glacier. In the Ie?u and Pietrele rock glaciers, measurements of bottom temperatures of the winter snow cover were performed in March 2012. Considering the thick active layer, the reduced ice content and the presence of scarce vegetation on their surface it could be assumed that the permafrost exists in marginal conditions in the Southern Carpathians. The ground ice in permafrost is produced by the groundwater freezing or by snow banks buried by coarse angular boulders following large rockfalls.     

Highway Roadway Stability Influenced by Warm Permafrost and Seasonal Frost Action: A Case Study from Glennallen, Alaska, USA

Ground temperatures from four of the seven extensively studied highway cross-sections near Gulkana/Glennallen,Alaska during 1954~1962,were chosen to better understand the impacts of highway construction on warm permafrost.Both the thawing of permafrost and seasonal frost action impacted on road surface stability for about 6 years until the maximum summer thaw reached about 3 m in depth.Seasonal frost action caused most of the ensuing stability problems.Unusually warm summers and the lengths of time required to re-freeze the active layer were far more important than the average annual air temperatures in determining the temperatures of the underlying shallow permafrost,or the development of taliks.The hypothesized climate warming would slightly and gradually deepen the active layer and the developed under-lying talik,but its effect would be obscured by unusually warm summers,by warmer than usual winters,and by the vari-able lengths of time of the zero curtains.At least one period of climate mini-cooling in the deeper permafrost during the early 20th century was noted.     

The Contribution of Geoelectrical Investigations in the Analysis of Periglacial and Glacial Landforms in Ice Free Areas of the Northern Foothills (Northern Victoria Land, Antarctica)

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.     

西樵山地质公园旅游景观形成、分类及其综合评价

西樵山是广东的名山、国家级风景名胜区,最近被批准建设国家地质公园.西樵山位于华夏板块新生代北东向伸展盆地--三水盆地的西南端,是新生代盆地内粗面质火山,火山机构保存完整.经后期的构造切割和各种侵蚀风化作用,西樵山火山形成了诸多俊秀的山峰,幽深的峡谷、瀑布.西樵山古石器制造场是省级重点文物保护单位,反映了悠久的历史文化,被考古学家誉为"珠江文明的灯塔".总体判断,遗迹具有极高的科考价值,西樵山地质旅游景观具有优美的观赏价值,可以建成具有重要影响力的珠江三角洲地区国家地质公园.     

Possible controlling factors in the development of seasonal sand wedges on the Ordos Plateau,North China

Wedge-like structures filled with silty sand penetrate Quaternary fluvial and aeolian sediments and, in places, Tertiary bedrock on the Ordos Plateau, North China. The wedges reflect thermal contraction cracking of either permafrost or seasonal frost during the Late Pleistocene and early Holocene. Wedges of about 1 m in depth form polygonal nets of 2-3 m in diameter(type B). They contrast with wedges of 3-4 m in depth that form polygons of 10-15 m in diameter(type A).This review focuses upon the highly variable size of the inferred polygon nets and discusses the problem of differentiating between seasonally and perennially frozen ground, or between seasonal frost and permafrost.