共查询到19条相似文献，搜索用时 125 毫秒
1.
长江黄河源区多年冻土变化及其生态环境效应 总被引：29，自引：1，他引：29
应用江河源区五站1980-1998年0cm、5cm、10cm、15cm、20cm、40cm浅层地温资料、钻孔深层地温资料以及勘探资料,详细分析了两大源区的冻土变化,结果表明:近20年来,受气候变暖影响,江河源区多年冻土总体上保存条件不利,区域上呈退化趋势。岛状多年冻土和季节冻土区年均地温升高约0 3～0 7℃,大片连续多年冻土区升幅较小,为0 1～0 4℃。多年冻土上限以2～10cm/a的速度加深。在黄河源多年冻土的边缘地带,垂向上形成不衔接冻土和融化夹层,多年冻土分布下界上升50～70m。冻土退化已对江河源寒区经济和生态环境产生了一系列重要影响。但是,冻土退缩及其对环境的影响还存在很大的不确定性。 相似文献
2.
考虑局地因素坡向影响的青藏高原工程走廊冻土分布与制图研究 总被引：2，自引：0，他引：2
通过Pearson相关性分析,选取对青藏高原工程走廊多年冻土分布影响较大、在GIS技术支持下较容易量化的坡向因子,结合走廊内2000—2010年29个钻孔点的地温监测数据,建立了年均地温与坡向、纬度和高程的关系模型。根据高原冻土工程地温分带指标,制作了工程走廊内符合实际的冻土分布图,由面积统计结果知:多年冻土区占整个区域的94.06%,其中,低温稳定带占多年冻土区面积的15.94%,主要分布在风火山和可可西里的高山基岩区;低温基本稳定带占16.97%,主要分布在风火山及可可西里丘陵地带;高温不稳定带占48%,主要分布于可可西里和北麓河盆地东缘;高温极不稳地带占19.09%,主要分布于北麓河盆地和楚玛尔河高平原。 相似文献
3.
基于分区和多元数据的青藏高原温泉区域多年冻土分布研究 总被引：3，自引：1，他引：2
以野外勘探、室内理论分析与建模为主要研究方法,以数字高程模型(GDEM)和实测数据为基础进行统计分析,发现坡向对多年冻土分布具有重要影响。针对青藏高原温泉区域地形的复杂性,基于分区的方法将研究区分为平原区和山区两个地形区。对于平原区来说,考虑到苦海湖泊对多年冻土的影响,将苦海滩地单独划出并采用专家知识完成冻土制图,其余平原区采用建立的地温模型进行冻土制图;对于山区来说,通过定量化研究坡向对冻土地温的影响建立了基于坡向调整作用下的地温模型,应用此模型完成了山区的冻土分布图。以地温作为冻土类型划分的依据,分析了研究区域冻土的空间分布与特征,结果表明:多年冻土的分布面积为1 681.4km2,占整个区域的66.7%,其中,过渡型和亚稳定型多年冻土为主要多年冻土类型,两者占整个研究区域的50.8%,其次为不稳定型多年冻土(11.4%),稳定型和极稳定型多年冻土的面积比例相对较小(4.4%和0.2%)。从空间分布格局来看,冻土分布具有明显的垂直分带特征,随着海拔高度的升高,冻土地温逐渐降低,冻土类型依次经历季节冻土-不稳定型多年冻土-过渡型多年冻土-亚稳定型多年冻土-稳定型多年冻土-极稳定型多年冻土的变化。 相似文献
4.
活动层土壤热状况是寒区陆面物理过程研究的重要内容之一。利用五道梁能量收支观测站1993年9月～2000年12月份实测辐射及土壤热通量资料结合五道梁气象站1961-2010时段的气象资料分析了近50 a来该地区活动层土壤的热状况。结果表明：五道梁地区土壤热通量有显著的年际、年代际变化;20世纪60～80年代,土壤热通量小于0.0 W/m2,活动层土壤以放热为主,自90年代以来,土壤热通量大于0.0 W/m2,活动层土壤以吸热为主。过去50 a中该地土壤热通量呈现增大趋势,平均每10 a土壤热通量增大0.31 W/m2。土壤热通量随净辐射的增大而增大。土壤热平衡系数的变化特点与土壤热通量的变化特点一致。60～80年代,活动层土壤热平衡系数<1,该地区冻土相对比较稳定,而自90年代以来此间土壤热平衡系数<1,表明该地多年冻土呈现出退化迹象。活动层土壤热平衡系数可表示为气温、地表温度及水汽压的函数。 相似文献
5.
《中国地理与资源文摘》2004,(1)
P642.14 2004010135热棒技术加强高原冻土区路基热稳定性的应用研究二仰-plieation of thennal probe to enhanee themlal stabilityof咖d-bed in plateau pern飞afrost~播卫东,赵肃营…//冰川冻土一2003,25(4)一433一438 介绍了青藏高原多年冻土区内某试验路基中使用热棒的一些基本情况,分析了热棒的工作状态和制冷作用半径,并针对不同的气候情况对路基本体和路基基底的地温场分布状况变化进行了对比分析,结果发现,使用热棒后经过la时间,路基基底的冷储量得到了显著的增加,在路基工程中使用热棒保护冻土和增强路基热稳定性是成功有效的,图… 相似文献
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7.
近30年来青藏高原西大滩多年冻土变化 总被引：32，自引：1，他引：31
结合1975年已有勘探资料,对青藏高原多年冻土北界西大滩进行了雷达勘探。勘探发现,近30年来青藏高原多年冻土北界发生较大规模的多年冻土退化,多年冻土面积从1975年的160.5 km2退化成现在的141.0 km2,缩小约12%;开始出现多年冻土的最低高程为4 385 m,比1975年升高了25 m。近30年来研究区的气候变化是造成北界多年冻土退化的主要原因。相同气候背景下,多年冻土腹部地温有升高,但在30年尺度上不会发生明显的退化。本次冻土区域调查的结果可为检验冻土－气候关系模型的可靠与否提供依据。 相似文献
8.
气候变暖和人为扰动对大兴安岭北坡多年冻土的影响：以阿木尔地区为例 总被引：14，自引：0，他引：14
大兴安岭是我国高纬度多年冻土最发育的地区，现已呈现出较明显的退化趋势。季节融化深度增大，多年冻土地温升高，厚度减薄，融区范围扩大。造成冻土退化的主要原因是气候变暖，以及强烈的人为扰动，包括原始地表严重破坏，地表迳流和排泄条件的改变，以及采暖建筑物的影响等。气候变暖造成大兴安岭冻土的区域性退化，但对局部地方（如林业局、城镇所在地）而言，人为扰动是冻土退化的重要原因。 相似文献
9.
近数十年来青藏公路沿线多年冻土变化 总被引：34，自引：1，他引：34
青藏高原70年代比60年代的平均气温升高0.2～0.4℃,气候转暖导致目前公路沿线浅层多年冻土多呈退化趋势。在南、北界附近的岛状冻土区内,年平均地温升高0.2～0.3℃,多年冻土层减薄3～5m或完全消失;在连续冻土区内,年平均地温升高0.1～0.2℃。多年冻土层温度和厚度变化要滞后于气候变化,滞后时间和影响深度与冻土层的岩性、含水量有关。近数十年的气候变化对20m深范围内多年冻土温度和厚度产生较明显的影响。 相似文献
10.
大通河源区多年冻土的地温特征及其影响因素分析 总被引：1，自引：0，他引：1
多年冻土是一种热现象,地温是判断多年冻土特征的有效指标。通过对祁连山区东北部大通河源区多年冻土分布状况的野外考察与钻探等工作,借助于实测地温数据和地温曲线分析工具,对大通河源区39个钻孔点的多年冻土地温特征进行了对比分析,对影响多年冻土地温的主要因素进行了概括和总结。结果表明,在大通河源区,高程、植被类型、地表覆盖特征、土壤水分条件等是影响多年冻土地温的主要因素。根据尺度性划分的结果,高程是影响区域多年冻土地温变化的一级因素;随着空间尺度的下降,植被类型和地表覆盖特征成为二级影响因素;在沼泽化草甸植被覆盖区,土壤水分条件又成为影响多年冻土地温的三级影响因素。对多年冻土地温特征及影响因素的分析不仅有助于了解区域多年冻土的稳定性、预测全球气候变暖背景下的多年冻土演变和退化,还可以为寒区气候变化、生态、水文等相关领域的发展提供基础,为各项工程设施的实施和维护提供建议和指导。 相似文献
11.
V. G. Kondratiev 《寒旱区科学》2013,5(4):0377-0386
The history of railway and highway construction in permafrost zones in Russia, the United States, Canada, and China spans more
than 110 years. Nonetheless, no railway track or highway has yet been built in such area that is impervious to deformation caused
by subsidence resulting from the thawing of ice-rich subgrade soils. This paper presents data on the roadbed states of the Transbaikalian
and the Baikal-Amur Railways as well as the Russian "AMUR" Chita-Khabarovsk Highway. It also discusses the feasibility
of roadbed stability maintenance using methods based on the reduction of the mean annual ground temperature and roadbed
preservation in a permafrost state by means of the natural cooling and heating factors ratio regulation resulting in a reduction of the
heat generation in the roadbed and the adjoining area accompanied by an increase of heat consumption with help of the
sun-precipitation protective sheds (awnings), rock covers, dolomite powder (reflective paint), cooling tube and thermosyphons as
well as tower supports and corrugated pipe culverts stability. 相似文献
12.
Due to a series of linear projects built along National Highway 214, the second "Permafrost Engineering Corridor" on the Qinghai-Tibet Plateau has formed. In this paper, by overcoming the problems of data decentralization and standard inconsistency, permafrost characteristics and changes along the engineering corridor are systematically summarized based on the survey and monitoring data. The results show that: 1) Being controlled by elevation, the permafrost is distributed in flake discontinuity with mountains as the center along the line. The total length of the road section in permafrost regions is 365 km, of which the total length of the permafrost section of National Highway 214 is 216.7 km, and the total length of the permafrost section of Gong-Yu Expressway is 197.3 km. The mean annual ground temperature (MAGT) is higher than -1.5 °C, and permafrost with MAGT lower than -1.5 °C is only distributed in the sections at Bayan Har Mountain and E'la Mountain. There are obvious differences in the distribution of ground ice in the different sections along the engineering corridor. The sections with high ice content are mainly located in Zuimatan, Duogerong Plain and the top of north and south slope of Bayan Har Mountain. The permafrost thickness is controlled by the ground temperature, and permafrost thickness increases with the decrease of the ground temperature, with the change rate of about 37 m/°C. 2) Local factors (topography, landform, vegetation and lithology) affect the degradation process of permafrost, and then affect the distribution, ground temperature, thickness and ice content of permafrost. Asphalt pavement has greatly changed the heat exchange balance of the original ground, resulting in serious degradation of the permafrost. Due to the influence of roadbed direction trend, the phenomenon of shady-sunny slope is very significant in most sections along the line. The warming range of permafrost under the roadbed is gradually smaller with the increase of depth, so the thawing settlement of the shallow section with high ice-content permafrost is more significant. 相似文献
13.
As one part of the National Highway Network Planning in China, the Qinghai-Tibet Expressway （QTE） from Golmud to Lhasa will be built in the interior of the Qinghai-Tibet Plateau （QTP） across about 630 km of permafrost lands. Due to the problematic interactions between the engineering foundations and permafrost, the frozen-soil roadbed of the QTE will be subjected to the more intense thermal disturbances due to the wider black surface. The design and construction for long-term thermal and mechanical stability will face more severe challenges than those in ordinary highways and railways in the same region. In order to provide scientific support for cold regions engineering practices, the QTE Experimental Demonstration Project （EDP） was constructed in situ in the vicinity of the Beilu＇he Permafrost Station in the interior of the QTP. In this paper, the anticipated problems of the proposed QTE project are enumerated, and the structures of the test sections for QTE EDP are described. Through numerical simulations, it was found that the heat transfer processes occurring in each specific road structure are significantly different. The heat accumulation in the highway embankment is mainly due to the black bituminous pavement, but in the railway embankment with its gravel surfaces, it mainly comes from the side slopes. As a result, the net heat accumulation of the highway embankment is three times higher than that in the railway. In expressway, the heat accumulation is further increased because of the wider pavement so that significantly more heat will be accumulated in the roadbed beneath the centerline area. Thus, the thermal stability of the fro- zen-soil roadbed and the underlying permafrost of the QTE can be seriously threatened without proper engineering measures protection against thawing. Based on research and practical experiences from the operating Qinghai-Tibet Railway （QTR） and the Qinghai-Tibet Highway （QTH）, combined with the predicted characteristics of heat transfer in an expressway embankment, nine kinds of engineering measures for mitigating the thaw settlement of foundation soils through the cooling the roadbed soils were built and are being tested in the EDP. The design of the monitoring system for the EDP and the observed parameters were also described. 相似文献
14.
In the last several decades, the underlying surface conditions on the Qinghai-Tibet Plateau have changed dramatically, causing permafrost degradation due to climate change and human activities. This change severely influenced the cold regions environment and engineering infrastructure built above permafrost. Permafrost is a product of the interaction between the atmosphere and the ground. The formation and change of permafrost are determined by the energy exchange between earth and atmosphere system. Fieldwork was performed in order to learn how land surface change influenced the thermal regime in permafrost regions. In this article, the field data observed in the Fenghuo Mountain regions was used to analyze the thermal conditions under different underlying surfaces on the Qinghai-Tibet Plateau. Results show that underlying surface change may alter the primary energy balance and the thermal conditions of permafrost. The thermal flux in the permafrost regions is also changed, resulting in rising upper soil temperature and thickening active layer. Vegetation could prevent solar radiation from entering the ground, cooling the ground in the warm season. Also, vegetation has heat insulation and heat preservation functions related to the ground surface and may keep the permafrost stable. Plots covered with black plastic film have higher temperatures compared with plots covered by natural vegetation. The reason is that black plastic film has a low albedo, which could increase the absorbed solar radiation, and also decrease evapotranspiration. The ＂greenhouse effect＂ of transparent plastic film might effectively reduce the emission of long-wave radiation from the surface, decreasing heat loss from the earth＇s surface, and prominently increasing ground surface temperature. 相似文献
15.
受全球气候变化和人类活动影响,青藏高原上的土地沙漠化正呈现加速发展态势。沙漠化产生的风沙堆积势必改变地表辐射和能量平衡状况,对较为敏感和脆弱的多年冻土环境造成影响,并可能影响青藏铁路路基的稳定性。因此,研究积沙对多年冻土的影响对于高原沙害防治、多年冻土保护和道路工程建设都具有重要的理论及现实意义。目前,前人已在青藏高原地表能量平衡研究方面取得了一些成果,并开始关注积沙对冻土温度影响问题。然而,由于已有观测资料的连续性、同步性和可比性等局限,对积沙地表辐射和能量平衡方面的研究还比较薄弱,积沙对冻土温度过程影响的研究结果尚不一致,而积沙对路基影响的问题也亟待开展研究。为此,本文提出了加强定位观测、开展室内低温实验以及数值模拟等建议,以期对今后的深入研究起到抛砖引玉作用。 相似文献
16.
TanGuang Gao Jie Liu TingJun Zhang ShiChang Kang ChuanKun Liu ShuFa Wang Mika Sillanpaa YuLan Zhang 《寒旱区科学》2020,(2):71-82
Understanding the interaction between groundwater and surface water in permafrost regions is essential to study flood frequencies and river water quality, especially in the high latitude/altitude basins. The application of heat tracing method,based on oscillating streambed temperature signals, is a promising geophysical method for identifying and quantifying the interaction between groundwater and surface water. Analytical analysis based on a one-dimensional convective-conductive heat transport equation combined with the fiber-optic distributed temperature sensing method was applied on a streambed of a mountainous permafrost region in the Yeniugou Basin, located in the upper Heihe River on the northern Tibetan Plateau. The results indicated that low connectivity existed between the stream and groundwater in permafrost regions.The interaction between surface water and groundwater increased with the thawing of the active layer. This study demonstrates that the heat tracing method can be applied to study surface water-groundwater interaction over temporal and spatial scales in permafrost regions. 相似文献
17.
The active-layer soils overlying the permafrost are the most thermodynamically active zone of rock or soil and play important roles in the earth-atmosphere energy system. The processes of thawing and freezing and their associated complex hydrothermal coupling can significantly affect variation in mean annual temperatures and the formation of ground ice in permafrost regions. Using soil-temperature and-moisture data obtained from the active layer between September 2011 and October 2014 in the permafrost region of the Nanweng'he River in the Da Xing'anling Mountains, the freeze-thaw characteristics of the permafrost were studied. Based on analysis of ground-temperature variation and hydrothermal transport characteristics, the thawing and freezing processes of the active layer were divided into three stages:(1) autumn-winter freezing,(2) winter freeze-up, and(3) spring-summer thawing. Variations in the soil temperature and moisture were analyzed during each stage of the freeze-thaw process, and the effects of the soil moisture and ground vegetation on the freeze-thaw are discussed in this paper. The study's results show that thawing in the active layer was unidirectional, while the ground freezing was bidirectional(upward from the bottom of the active layer and downward from the ground surface).During the annual freeze-thaw cycle, the migration of soil moisture had different characteristics at different stages. In general, during a freezing-thawing cycle, the soil-water molecules migrate downward, i.e., soil moisture transports from the entire active layer to the upper limit of the permafrost. In the meantime, freeze-thaw in the active layer can be significantly affected by the soil-moisture content and vegetation. 相似文献
18.
After the construction of Qinghai-Tibet Highway and Railway, the Qinghai-Tibet Power Transmission(QTPT) line is another major permafrost engineering project with new types of engineering structures. The changing process and trend of ground temperature around tower foundations are crucial for the stability of QTPT. We analyzed the change characteristics and tendencies of the ground temperature based on field monitoring data from 2010 to 2014. The results reveal that soil around the tower foundations froze and connected with the artificial permafrost induced during the construction of footings after the first freezing period, and the soil below the original permafrost table kept freezing in subsequent thawing periods. The ground temperature lowered to that of natural fields, fast or slowly for tower foundations with thermosyphons,while for tower foundations without thermosyphons, the increase in ground temperature resulted in higher temperature than that of natural fields. Also, the permafrost temperature and ice content are significant factors that influence the ground temperature around tower foundations. Specifically, the ground temperature around tower foundations in warm and ice-rich permafrost regions decreased slowly, while that in cold and ice poor permafrost regions cooled faster. Moreover, foundations types impacted the ground temperature, which consisted of different technical processes during construction and variant of tower footing structures. The revealed changing process and trend of the ground temperature is beneficial for evaluating the thermal regime evolution around tower foundations in the context of climate change. 相似文献
19.
Pavel Skryabin 《寒旱区科学》2014,6(4):0356-0360
This paper summarizes the results of investigations carried out in the northern section of the Tommot-Yakutsk Railroad in eastern Siberia, underlain by ice-rich permafrost. The ongoing permafrost and geotechnical research program in support of railroad construction includes assessment of the ground thermal state on the right-of-way and adjacent areas based on long-term field observations using the method of terrain thermal physics. These studies focus on the upper permafrost within the depth of annual temperature variation. In undisturbed areas, inter-annual variability of the ground thermal state shows little response to recent climatic variations. However, forest clearing and surface disturbance during right-of-way construction cause an increase in permafrost temperature, deepening of the active layer, thaw settlement, and water accumulation along the embankment. The active layer is thickest along the sun-exposed left berm and is thinnest along the more shaded right berm. Measures to prevent thaw-related embankment problems are recommended. 相似文献