共查询到20条相似文献，搜索用时 765 毫秒
1.
The distribution of permafrost and taliks is very complex in the Tuotuo River Basin(TRB), which is located in interior of the Qinghai-Tibet Plateau. Characterizing the spatial distribution and the thermal stability of permafrost and taliks is of great significance to community activities and engineering construction in TRB. Based on the zonation of permafrost and talik distribution around TRB conducted in the 1980s, the soil temperature and its variation process of permafrost and taliks in the south and north banks of the Tuotuo River were analyzed by using the observation data of five boreholes(N1~N5)along the Qinghai-Tibet Railway in the north bank and five boreholes(S1~S5)on the first terrace in the south bank. The results showed that, under the climate warming, permafrost and taliks in the north banks experienced significant degradation and warming process. From 2005 to 2020, the permafrost at the N1 borehole has undergone a significant down-draw degradation process, from extremely unstable and high-temperature permafrost to thawed zone. From 2005 to 2013, the annual average ground temperature of the talik at N2 increased at a rate of 0. 3~0. 4 °C·(10a)-1. At Maqutang on the south bank, permafrost prevails from the first-class terrace to the gentle slope of the Kaixinling Mountain, with both through and non-through taliks on the first-class terrace. The spatial distribution and the thermal stability of permafrost and talik in the TRB are further promoted by analyzing the changes in temperatures at boreholes in the basin. However, to meet the requirements of mapping and engineering construction of permafrost and taliks in the TRB, it is still necessary to carry out geological investigation with multiple methods and in-depth research on development mechanism of taliks in the future. © 2022 Nanjing Forestry University. All rights reserved. 相似文献
2.
The effective and assured measures in criteria of formulation, procedures, techniques and methods for geological prospecting of Qinghai-Xizang Railway have been made. The permafrost engineering geological investigation indicate the talik and those sections with annual average ground temperature higher than 1 ℃ takes up 68.8% of total amount; the high ice content permafrost also account for 50% of real permafrost section. The distribution of permafrost characteristics is obviously influenced by altitude and latitude. The prospecting also shows the distribution of permafrost characteristics is rather complicated. Based on two predications of air temperature-rising tendency, by calculating climate model of permafrost thermal status, and comparing and analyzing geological distribution of Qinghai-Xizang Railway, the tendency of permafrost recession range has been predicated. 相似文献
3.
Permafrost along the Qinghai-Tibet railway is featured by abundant ground ice and high ground temperature. Under the influence of climate warming and engineering activities, the permafrost is under degradation process. The main difficulty in railway roadbed construction is how to prevent thawing settlement caused by degradation of permafrost. Therefore the proactively cooling methods based on controlling solar radiation, heat conductivity and heat convection were adopted instead of the traditional passive methods, which is simply increasing thermal resistance. The cooling methods used in the Qinghai-Tibet railway construction include sunshine-shielding roadbeds, crushed rock based roadbeds, roadbeds with rock revetments, duct-ventilated roadbeds, thermosyphon installed roadbeds and land bridges. The field monitored data show that the cooling methods are effective in protecting the underlying permafrost, the permafrost table was uplifted under the embankments and therefore the roadbed stability was guaranteed. 相似文献
4.
The design of roadbed-abutment transition part is always a challenging problem in transportation engineering, especially in permafrost distribution zone. A new type of roadbed-abutment transition part on permafrost was presented, and long-term observation was conducted for the deformation and the thermal regime of a roadbed-abutment transition part in the constructing Qinghai-Tibet Railway. In this paper, a new structure was presented and the observed settlements both in the subgrade and the base and its dependency with the thermal regime (permafrost table) were analyzed. In conclusion the roadbed-a-butment transition method for permafrost distribution zone was evaluated. 相似文献
5.
应用冷却路基原理建设青藏铁路 总被引：9，自引：6，他引：3
More than half of the total length of the Qinghai-Tibet Railroad (QTR) traverses warm (0 to-1℃) permafrost areas, and about 40% of its total length is in ice-rich permafrost areas. Thc construction of the QTR also must consider the impacts of climatic warming along the QTR during the next 50～100 years. The latest projection indicates a warming of 2.2 to 2.6℃ on the Qinghai-Tibet Plateau (QTP) by the year 2050. Therefore, the key to the successful construction of the QTR is to protect permafrost from being thawed. Although railroad construction in permafrost areas has had a history of more than 100 years, the troubled sections of the railroads in permafrost areas have been greater than 30% of their total length. Based on the experiences and lessons learned from the road construction in permafrost areas, both in China and abroad, the author proposes that the principle of “active cooling” of railroad roadbed by lowering permafrost temperatures should be used in designing QTR, rather than that of “passive protection” of permafrost through increasing thermal resistance of roadway, such as increasing fill thickness and/or using insulative materials. This is especially important for the road sections in warm, ice-rich permafrost. In addition, this paper proposes several methods for “cooling the roadbcd” by controlling radiation, convection and conduction through modifying roadway structure and using different fill materials. 相似文献
6.
Finite Element Method has been used to operate the numerical analysis and comparison between the traditional ventilated embankment and the adjustable ventilated embankment adopted in Qinghai-Tibet Railway construction. The numerical results show that: 1) The adjustable ventilated embankments can prevent the thermal entry from air into ducts during summer from thawing the permafrost beneath the embankments; 2) The cooling effects of the adjustable ventilated embankments on permafrost is much better than the traditional ventilated embankments although two kinds of embankments can generate the thawing bulbs at the beginning of finishing construction; 3) The drop of the mean temperature of permafrost under the adjustable ventilated embankments keeps faster than that of the mean temperature of permafrost under the traditional ventilated embankments. It is clear that the adjustable ventilated embankments can keep the embankment more stable than the traditional ventilated embankments. 相似文献
7.
PIHG Chien－lu ZHAO Lin 《冰川冻土》2002,24(5):517-522
The soil landscape relationship was investigated in the Upper Urumqi River Basin of the Tienshan Mountain Range, Xinjiang, China. Cryosols occurred in glaciated valleys and north-facing toeslopes at elevations above 3 000 m. Most cryosols developed in moraine are Aquiturbels. The microrelief is dominated by earth hummocks, thus the surface organic layers are either discontinuous or broken due to frost action. The Bg horizons are either gleyed or mottled and frost-churned organic matter is common in the lower Bg horizons. Stratified horizons and buried organic or A horizons are also common on gentle sloping or undulating moraines indicating the effects of gelifluction. Reticular structures formed in the lower active layers due to ice lens formation and freeze-thaw cycles. The active layer thickness ranges from 140～200 cm. The organic cryosols (Hemistels) occur in depressions and north-facing toeslopes with an active layer thickness ranging from 90～110 cm. Soils formed on south-facing slopes have a mollic epipedon 20～25 cm thick and a strong brown cambic horizon and are classified as Haplocryolls. The distribution of cryosols is smaller as compared with the extent of permafrost due to the depth requirement of permafrost in cryosol classification. However, the existence of permafrost at greater depth cannot be ignored in land use interpretations. 相似文献
8.
Nikolay V. Ukhov 《冰川冻土》2004,26(Z1):179-183
The rational usage of low productive cryogenic landscapes in the North-Eastern part of Russia is impossible without carrying out special engineering preparation [1]. The preventing from negative that often has destructive cryogenic processes in the area of ice-covered permafrost soils, provided by its thawing into the marginally necessary depth in the whole area. The simplest and the most effective engineering method of faulting as an age-old stock (reserve) of surplus moisture in the form of ice from the upper parts of permafrost soils is the creation of continuous furrows net on the whole surface. This method also raises the fertility of soils, reduces acidity, and raises microbiological activity and the degree of internal structure decaying. Thermophysical calculations and the results of the field study in the experimental firing grounds are the available evidences of this method which raises the thermal stability of cryogenic landscapes while mastering of global climate changes in different parts of cryolithozone. 相似文献
9.
The stability of railway subgrade in permafrost regions is crucial to the safety of railway operation. In this paper, we first analyze the main factors influencing the stability of frozen subgrade. Then,we build an experimental equipment in which regulation-tubes are arranged axially in subgrade and arranged slantways at the foot of slopes, and make the model experiments on maintaining the stability of frozen subgrade by collecting- controlling cold energy. The experiments include two groups. One is maintaining the stability by collecting-controlling natural cold energy in winter, and another is maintaining the stability by collecting-controliing natural cold energy in winter and artificial cold energy in summer. Finally, we obtain the behavior of temperature fields in the subgrade during the experiments,which establishes basis for further study on the subgrade stability and on the feasibility of rushing to deal with freezing damage of frozen subgrade. 相似文献
10.
Using the long-term ground temperature monitoring data of the permafrost zone along the Qinghai-Tibet Railway from 2006 to 2020,three types of typical roadbed structures were analyzed. Traditional embankment（TE）,U-shaped crushed rock embankment（UCRE）and crushed rock revetment embankment（CRRE）were included the three types of typical roadbed,which were selected to the long-term monitoring sections within the warm permafrost zones. The evolution of ground temperature field,mean annual ground temperature （MAGT）and annual maximum ground temperature（AMGT）in the depth range of 20 m under the embankment were analyzed and studied since 15 years of operation. The monitoring and analysis results show that：the growth rate of MAGT under the left and right shoulders of the TE is always higher than that of the same depth in the natural site. The MAGT under the UCRE is always lower than the natural site and always maintains a certain difference,whereas,the difference in ground temperature under the left and right shoulders is also not negligible. The MAGT of the left shoulder in the CRRE is not much different from that of the natural hole,while the MAGT of the right shoulder is always lower than that of the natural hole,and the differ in ground temperature between the left and right shoulders is smaller than that of the UCRE. The artificial permafrost table（APT）under the TE is always lower than that of in the natural site. Both the UCRE and CRRE,the APT in the left and right shoulders of them has been elevated into the embankment,and the differ of APT between the left and right shoulders is about 1. 0~1. 5 m. the differ of APT between the left and right shoulders in the CRRE is slightly lower than that of UCRE. Overall,because of the influence of thermal disturbance about engineering and climate warming,the TE in the warm permafrost zones cannot keep the thermal stability of permafrost under the embankment. Some active-cooling and reinforcement measures need to be taken. Both of the UCRE and CRRE,have a certain active-cooling effect on the permafrost under embankment,but the differ in ground temperature between the left and right shoulders still needs to be taken seriously. © 2022 Science Press (China). 相似文献
11.
V. A. Gromova T. V. Shestakova O. A. Lipatnikova 《Moscow University Geology Bulletin》2016,71(6):407-415
Surface waters are subject to intense contamination with trace elements in ore mining areas. A complex study was performed for the state of waters and bottom sediments from the Bogachukha and Urup Rivers in the area of the abandoned tailing dump of the Urupsky Ore Mining. The impact exerted by the tailing dump on the concentration of elements in the water, suspended particulate matter, and bottom sediments of the rivers is evaluated. The major contaminants of surface waters and bottom sediments, as well as the forms of their element distribution are revealed. 相似文献
12.
Sudhakar M. Rao B. V. Venkatarama Reddy 《Geotechnical and Geological Engineering》2006,24(6):1545-1559
The gold mining process at Kolar gold field (KGF) mines has generated about 32 million tons of tailings. Gold was extracted
from the mined ores using cyanidation technique that involved dissolution of gold in the ore by water soluble alkali metal
cyanides (example, sodium cyanide or potassium cyanide). Of the several dumps that received the mine tailings only the Kennedy’s
Line dump was active prior to closure of the KGF mines in the year 2000. The Kennedy’s Line dump received sulfide bearing
tailings in slurry form that comprised of spent ore and process water bearing soluble alkali metal cyanide. Depending on the
pH of the tailing slurry, the free cyanides may exist as aqueous hydrogen cyanide that can escape to the atmosphere as hydrogen
cyanide gas or occur as soluble cyanide (CN−) ions that can be leached by infiltrating water to the sub-surface environment. Additionally, the presence of pyrite minerals
in the Kennedy’s Line dump makes them susceptible to acid drainage. This study examines the potential of gold tailings of
Kennedy’s Line dump to release cyanide ions (CN−) and acid drainage to the sub-surface environment by performing physico-chemical and leaching tests with tailing samples
collected from various depths of the dump, sub-surface soil samples beneath the dump and groundwater samples from vicinity
of Kennedy’s Line dump. The chemical mechanisms responsible for the ambient cyanide and pH levels of the tailing dump, sub-surface
soil samples and groundwater are also inferred from the laboratory results. 相似文献
13.
随着金属工业和科技的迅猛发展,尾矿库安全生产和环境安全等过程中暴露出的问题日益显现,而我省尾矿库自动监测方面起步较晚。本文依据《尾矿库安全监测技术规范》的相关要求,针对在建尾矿库溃坝原因、监测指标、安全监测与预警系统体系结构和各监测项目实施方案进行比较和探索。进一步说明尾矿库在线监测系统的重要意义。 相似文献
14.
Geochemical behaviour of some heavy metals of the Grot flotation tailing, Southeast Serbia 总被引：1，自引：1，他引：0
Bo?idar V. Djoki? Vidojko Jovi? Milun Jovanovi? Aleksandra ?iri? Dragan Jovanovi? 《Environmental Earth Sciences》2012,66(3):933-939
Grot tailing dump has the highest altitude of all tailing dumps in the Republic of Serbia. About 5.5 million tons of hydrocycloned
sand was deposited in the tailing dump. This material was formed by flotation processing of ore from the Blagodat ore field.
Vegetation was not developed in any part of the tailing. Minerals determined by X-ray diffraction analyses of representative
samples form the tailing are quartz, clay minerals, calcite, feldspars, hematite, siderite, pyrite, sphalerite, galena and
chalcopyrite. No regularities were noticed in their quantitative distribution. Statistical analysis of chemical fluctuations
of lead, zinc, copper, arsenic and manganese concentrations showed that those with the highest concentrations are usually
found on the central plateau. Lead displays the largest concentration range in the whole tailing. Maximal concentrations are
found on the central and minimal in the south-western plateau. Zinc concentrations are up to 5,000 mg/kg, except in the central
plateau where they reach extreme several times higher values. Copper concentrations are increased in the central plateau.
In other parts of the tailing, concentrations are uniform and several times lower. Arsenic concentrations are mostly uniform,
with the exception of extreme values in the north-western parts of the central plateau. Manganese shows uniform concentrations,
somewhat increased on the south-eastern plateau. Chemical heterogeneity of the tailing material was influenced by the chronological
discontinuity of the deposition and resedimentation. Resedimentation was the main cause of the fluctuation in the concentrations
of the most mentioned heavy metals. 相似文献
15.
16.
Gurbanov A. G. Bogatikov O. A. Leksin A. B. Gazeev V. M. Gurbanova O. A. Lolaev A. B. Ilaev V. E. 《Doklady Earth Sciences》2019,487(1):782-785
Doklady Earth Sciences - New data on the contents of macro- and microelements in industrial wastes of the Fiagdon tailing dump obtained by quantitative methods (XRF and ICP MS) which were higher... 相似文献
17.
18.
19.
Physicochemical numerical simulation of the “water-rock” system open to atmospheric gases was carried out to study leaching of rock-forming and critical (As, Mo, W) elements from the tailing dump and polluted soil of the industrial site of metallurgical plant. It was shown that (a) results of simulation of polluted soil leaching are of an order of magnitude similar to those shown by laboratory experiments [2], (2) with growth of rock-water mass ratio (decrease of water exchange), the intensity of pollutant leaching from polluted soil decreases: 0.067–0.00009 mg As/kg water from 1 kg soil, 16.5?0.84 mg Mo/kg water from 1 kg soil, 79–0.037 mg W/kg water from 1 kg soil; (c) ecological hazard of element leaching from tailing dump by rain waters decreases with time. 相似文献
20.
以IKONOS 1m分辨率遥感影像为例,对矿业开发活动中按露天开采面、开采硐口、固体废弃物、尾矿库、中转场地、矿山建筑等进行分类研究,总结以上六类地物在高分辨率遥感影像上的解译标志。 相似文献