25 August 1992, Volume 14 Issue 3
    

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  • B. P. Chubylisku, B. B. Kudayph
    JOURNAL OF GLACIOLOGY AND GEOCRYOLOGY. 1992, 14(3): 193-201. https://doi.org/10.7522/j.issn.1000-0240.1992.0032
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    In this paper, a new method of determining phase change front is presented. Basis procudure of the method is mainly as follows, first, temperature wave is divided into linear component and non-linear component according to characteristic of freezing and thawing process of soil; then, first barmonic wave of non-linear translation of the surface temperature wave is researched in detail, and characteristic of the component of daily harmonic wave at zrp is analsed. It is proved that KΦK exists the maximum as changing with depth, and the maximum consists with phase change front. It is goal of this paper. Compared with experimental data, it is proved that the method presented in this paper is correct. It is noteworthy that this method is only suitable for the system with data collection automatically.
  • Wang Baolai
    JOURNAL OF GLACIOLOGY AND GEOCRYOLOGY. 1992, 14(3): 202-209. https://doi.org/10.7522/j.issn.1000-0240.1992.0033
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    A numerical model is used to simulate the thermal regimes of subsea permafrost under the influence of coastal retreat and the presence of the Arctic Ocean, Western Canadian Arctic. The result shows: 1) Subsea permafrost is widespread in the continental shelf, Western Canadian Arctic; 2) The recovery of ground thermal regimes of submerged permafrost is a long process, and certain relict permafrost exists beneath the sea bed; 3) Most significant increase in temperature occurs in the upper layer of the submerged permafrost; 4) Subsea permafrost is of high temperature which has considerable implications for the construction of the offshore oil/gas pipeline.
  • Zhu Yuanlin, Zhang Jiayi, Peng Wanwei, Sheng Zhongyan, Miao Lina
    JOURNAL OF GLACIOLOGY AND GEOCRYOLOGY. 1992, 14(3): 210-217. https://doi.org/10.7522/j.issn.1000-0240.1992.0034
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    Based on the miaxial constant strain-rate compression tests on frozen soils, it is proposed that the stress-strain behaviour of frozen soil can be classified into 9 types and their corresponding stress-strain equations are also given. The test results show that for a certain type of soil its stress-strain behaviour mainly depends upon strain rate and temperature. According to the ranges of strain rate and temperature for the 9 types of stress-strain behaviour, the constitutive relation maps of various kinds of frozen soils in uniaxial compression were firstly presented. And, they are important for the design of frozen soil foundation and structures.
  • Wu Qingbai, Wu Ziwang
    JOURNAL OF GLACIOLOGY AND GEOCRYOLOGY. 1992, 14(3): 218-225. https://doi.org/10.7522/j.issn.1000-0240.1992.0035
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    The tunnel dug in permafrost area is in explore system, wall rock refreeze and crack water converte into ice. So freezing rock pressure formed behind lining makes the lining deformating and losting the stability. By the relastic theory, additional stresses produced by freezing rock pressure are primarily analysed, a equation of freezing rock pressure and the stability condition of lining are given. By calculating, effects of the tunnel wall rock refreezing on the lining stability are analysed. Some steps for protecting frost damage are discussed.
  • M. B. Dyurgerov, V. N. Mikhalenko, M. G. Kunakhovitch, S. N. Ushnurtsev, Liu Chaohai, Xie Zichu, Zhang Wanchang, Wang Chunzu
    JOURNAL OF GLACIOLOGY AND GEOCRYOLOGY. 1992, 14(3): 226-232. https://doi.org/10.7522/j.issn.1000-0240.1992.0036
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    Simultaneous measurements on the glaciers Tuyuksu (Zailiysky Alatau), Sary-Tor (Akshiyrak range) and Glacier No.1 (Tianger range) were carried out for studying synchronism of mass balance and runoff formation processes during summer period of 1989. The mass balance and the equilibrium line altitude were measured by stakes and pits network every 5-10 days. Infiltration and runoff processes occur at the whole altitudinal range in western and the most low parts of central and eastern Tianshan. The snow accumulation goes on continuously during summer period in highest ridges of central Tianshan over 4.8-5.0 km a.s.l. and the runoff does not take place there. The largest negative mass balance and the maximum glacier runoff intersity occur on the north and the west Tianshan slopes. The supplementary water influx to rivers occurs in years with negative mass balance value of the glaciers. It lasts from the first ten-day period of August to the late September in the west Tianshan and to the end of August in the east and central Tianshan.
  • Yao Tandong, Jiao Keqing, Zhang Xinping, Yang Zhihong, L. G. Thompson
    JOURNAL OF GLACIOLOGY AND GEOCRYOLOGY. 1992, 14(3): 233-241. https://doi.org/10.7522/j.issn.1000-0240.1992.0037
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    The Sino-American cooperated expeditions were carried out in 1990 and 1991 for future deep ice core researches. The Guliya Ice Cap is the highest, largest, thickest and coldest Ice Cap in all the ice caps found in middle-low latitude regions. Its height is about 6 700 m and total area surpasses 376 km2 with an area of above 100 km2 at the top of the Ice Cap. The mean thickness is over 200 m and the maximum can reach 350 m. The ice temperature measured at the top of Ice Cap is -18.6℃.The Guliya Ice Cap is of polar type glacier. This is showed not only by extreme low ice temperature and glacial properties but also by the apparent spatial change features of the climate characteristic and enviromental characteristics on the Ice Cap, which are both similar to polar ice sheet. The Guliya Ice Cap is the most stable glacier found in China up to now. It has only retreated 50m from the last glaciation to the present and thus provides a ideal site for long time series climatic and enviromental researches by ice core.
  • Wang Ninglian, Zhang Xiangsong
    JOURNAL OF GLACIOLOGY AND GEOCRYOLOGY. 1992, 14(3): 242-250. https://doi.org/10.7522/j.issn.1000-0240.1992.0038
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    By comparing the fluctuations of mountain glaciers worldwide during the last 100 years, authors discover that, under the tendency of their general retreat, readvances of mountain glaciers were more obvious and the times of that increased with latitude, but in the mid-lati-tude,readvances were less obvious an the times decreased with continental climate intensifying. There is a phase lag of about 12-13 years for glacier advance to climatic change in the Northern Hemisphere. Under climate becoming warmer in the future, the mountain glaciers in the Northern Hemisphere will mostly retreat by the end of the century.
  • Yang Zhihuai, Yang Zhenniang, Wang Qiang
    JOURNAL OF GLACIOLOGY AND GEOCRYOLOGY. 1992, 14(3): 251-257. https://doi.org/10.7522/j.issn.1000-0240.1992.0039
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    The runoff forming principle and its estimation in cold region is one of the major contents on hydrology of cold region. This paper deals with, taking Binggou Basin of the Qilian Mountain as the object of study, the characteristic and regularity of the runoff forming under the condition of the cold regions, especially the effects of the variations of frozen soil upon the runoff forming. The result shows that frozen soil changes with season is one of the main factors affecting runoff forming. In the Binggou Basin, the thawed depth of frozen soil is shallow in spring. The proportions of surface runoff and subsurface that supply stream runoff during this time are about 0.45 and 0.55 respectively. As a result of thawed depth increasing after spring, 0.08, 0.65 and 0.28 of the stream runoff are supplied by surface, subsurface and groundwater runoff separately. In addition, when simulating the daily discharge of the subsurface and groundwater runoff with a linear reservoir model the storage constant K is variable with season. The K for subsurface runoff is equal to 8 in spring and then rises to 11 after spring. In contrast, the K for groundwater runoff is 60 and the variation is smaller in summer and autumn.
  • Yang Daqing, Kang Ersi, Felix Blumer
    JOURNAL OF GLACIOLOGY AND GEOCRYOLOGY. 1992, 14(3): 258-266. https://doi.org/10.7522/j.issn.1000-0240.1992.0041
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    The relative variability of the annual precipitation ranges around 10%. Summer precipitation, with great precipitation days and hours, is much more than other seasons. Trace amount of precipitation frequently occures in summer. The dinual pattern of summer precipitation is characterized by the daytime concentrations. Measurements show an increase tendency of summer precipitation with the elevation along the river valley up to 4 030 m a. s. l. in the accumulation area of the glaciers. This is caused by systematic weather processes. On an average, annual precipitation in the source area of the river basin does not change significantly during 1960s and 1980s. However, the variation range of the annual precipitation series tends to increase apparently.
  • Zhang Zhizhong
    JOURNAL OF GLACIOLOGY AND GEOCRYOLOGY. 1992, 14(3): 267-270. https://doi.org/10.7522/j.issn.1000-0240.1992.0042
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    On the basis of site observation and regional survey, river ice development conditions, formation processes, temporal and spatial distributions, classification, annual variations and temperature regime in the Urumqi River basin are discussed. By measurement of river ice volume in the basin (up from the mouth of West Baiyanggou), the feeding amount of river ice meltwater into the runoff in the spring is calculated, which provides the basic data for the estimation of runoff composition and seasonal changes in alpine area.
  • Zhu Qinghua
    JOURNAL OF GLACIOLOGY AND GEOCRYOLOGY. 1992, 14(3): 271-276. https://doi.org/10.7522/j.issn.1000-0240.1992.0043
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    Frost weathering is one of major frost damage for hydraulic concrete structures in cold regions. An observation for frost weathering of concrete surface produced by multi-freezing-thawing cycles was conducted in situ for years. The observational results and some effective countermeasures used in practice, as well as new designs and suggestions for preventing concrete structures from frost weathering are recommended and discussed in this paper also.
  • JOURNAL OF GLACIOLOGY AND GEOCRYOLOGY. 1992, 14(3): 277-284. https://doi.org/10.7522/j.issn.1000-0240.1992.0045
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