25 May 2001, Volume 23 Issue 2
    

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  • YE Bai-sheng, DING Yong-jian, LIU Chao-hai
    JOURNAL OF GLACIOLOGY AND GEOCRYOLOGY. 2001, 23(2): 103-110. https://doi.org/10.7522/j.issn.1000-0240.2001.0020
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    A glacier dynamics model that simulates the change ofvalley glaciers in various sizes and their runoff in response to climate change is presented for the Yili River basin in the Tianshan Mountains. In order to parameterize the shapes of glaciers with various sizes, some characteristic values of more 2000 glaciers in the Yili River basin have been statistically analyzed based on the glacier inventory. The values include glacier area, length, difference between the maximum and the minimum elevation, the maximum elevation and average slope. It is suggested that: 1) the sensitivity of glaciers to climate change is determined by glacier sizes. Smaller glaciers are more sensitive to climate warming than larger ones, and their relative changes are greater than those of larger glaciers, while their absolute change is contrary. 2) The relative change of the glacier volume with climate warming is most remarkable as compared with that of glacier length and area. For larger glaciers, the change of length (retreat) is more significant than that of area; on the contrary, for smaller glaciers (with the area < 0.6 km2), the change of area is more significant than that of length. 3) The glacier runoff does not change synchronously with climate change. As climate warming and glacier retreating, the glacier runoff tends to increase and then to decrease. Under climate warming, the smaller glaciers with the higher runoff peaks tend not only to vary greatly but also to retreat quickly as compared with the larger ones. The magnitude and appearance time of runoff peak depend not only on the glacier size but also on the rising rate of air temperature. The faster the air temperature rises, the higher the peak, and the earlier the appearance time of the peak takes place. 4) For a given warming range, with a decrease of temperature rising rate, the appearance time of runoff peak tends to be earlier than the occurrence time of the maximum air temperature. The temperature rising rate in such a circumstance is defined as critical rising rate. The critical rising rate has negative correlation with glacier sizes.
  • WANG Shao-ling, ZHAO Lin, LI Shu-xun, JI Guo-liang, XIE Ying-qin, GUO Dong-xin
    JOURNAL OF GLACIOLOGY AND GEOCRYOLOGY. 2001, 23(2): 111-118. https://doi.org/10.7522/j.issn.1000-0240.2001.0021
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    For thoroughly understanding the failure mechanisms of the road in permafrost regions of the Qinghai-TibetanHighway, radiation and thermal balance were observed on the surface of asphalt pavement and two ground surfaces ofdifferent types of permafrost between the Kunlun Pass and Maintenance Squad No. 66(MS-66). Thermal balance of different permafrost sectionsbelow asphalt pavement and annual thermal cycle of the roadbed were calculated based on the observation. There is a part of heat transferredinto the roadbed. Although it only occupies 2%~3% ofthe thermal balance of the road surface, this part of heat has significant influence on the heat regime of the roadbed. This is the main reason responsible for the formation of a thawed core below the roadbed and for the failure of the roadbed in high-temperature permafrost section. Ratio of the total heat absorption to the total heat releasing over the road surface is 1.19:1for the road surface at the Kunlun Pass, and 4.0:1 at the MS-66. This means that the heat income and loss below the roadbed is approximately balanced, temperature of permafrost is low and stable, and no thawed core will be formed below the roadbed in the near future at the Kunlun Pass. The heat absorption of the road surface is 4 time of the heat loss at the MS-66. Thawed core began to form 3 years after laying the asphalt pavement, and then gradually thickened. According to a calculation concerning the formation of thawed core below a roadbed, a thawed core will increase during the first ten years with a mean rate of 26 to 27 cm per year. Then the increasing rate will gradually decrease during the second and third ten years, with a decreasing rate very slow since the 40th years. After 30 years the thawed depth will be varying between 6 and 8 m, about 70% of the maximum thaweddepth. After 2010 AC the ice content below the artificial upper limit of the roadbed will gradually decrease, thawing settlement will be small and the roadbed will become to a quasi-stable state. In order to decrease the downward heat transfer from the surface, attempts should be made to change the road surface color, structure and material to decrease and offset a part of heat transferred into roadbed.
  • DUAN Ke-qin, YAO Tan-dong, PU Jian-chen, SUN Wei-zhen
    JOURNAL OF GLACIOLOGY AND GEOCRYOLOGY. 2001, 23(2): 119-125. https://doi.org/10.7522/j.issn.1000-0240.2001.0022
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    A high-resolution ice core record from the Dasuopu Glacier in the Himalayasreveals that precipitation is sensitive to the fluctuation of temperature in the Tibetan Plateau. The aim of this paper is to reconstruct the precipitation in the Middle Himalayas since 1900 and to link it with the temperature variation in the Tibetan Plateau. The glacier accumulation history reconstructed from an ice core can be used to detect the response of glaciers to climate change, and to predict the possible variation of glacier mass balance and water resources. This kind of work is particularly important on the Tibetan Plateau, where direct observation is relatively scarce. In 1997 three ice cores were recovered from the Dasuopu Glacier (28°23′N, 85°43′E), approximately 2 km northwest of the Peak Xixabangma. The result from one core at 7 200 m a.s.l. is presented. Recovery of accumulation within the ice core requires for a time scale. Dating is based on seasonal characteristics of ions and a ice flow model. There is some uncertainty in the dating because of high accumulation, low temperature and strong seasonal variation. Based on the relationship among depth, velocity and annual layer suggested by Thompson et al., accumulation of the glacierover the last 100 years is constructed. In the past 100 years, accumulation of the glacier fluctuated like a sin wave, together with a decreasing trend. Since 1900, accumulation has decreased by 1/2, as shown in the annual and decadal averaged data. The maximum annual mean accumulation appeared between 1918 and 1928. Morlet wavelet analysis is employed to resolve the temporal structure of the variation of annual proxy precipitation. It is found that the accumulation time series displays variability for multiple time scales. No single and persistent frequency dominated. Most of the energy is located in the frequency band with period less than about 15 a, and the maximum power appears around 2~4 a and 10~15 a. In addition, the annual mean temperature in the Tibet Plateau and the accumulation in the Dasuopu Glacier is positively correlated for 10~20 a time scale, e.g., the high accumulation in the 1920s, 1940s, 1970s and 1980s corresponded with the high temperature in the same period. According to a recent study, in the north and center of the plateau, precipitation from local convection is more than 70% of the whole precipitation. This may be the reason why high accumulation correlates with high temperature. If accumulation is a proxy for precipitation in the Himalayas, the strong correlation of accumulation with temperature implies that there is a direct link between climate warming and increasing precipitation in the Himalayas in 10~20 a time scale. The latter could result from warm atmosphere on the Tibetan Plateau that can enhance the Indian monsoon circulation. Moreover, it is also found that in the Tibetan Plateau, temperature changes behind of precipitation with a time lag of 2~4 a. However, in a century time scale, there is a decreasing trend in the variation of temperature in the plateau, while the accumulation in the glacier has decreased about 600 mm from 1900 to 1990. Then it is concluded that in the plateau, temperature variation plays an important role on precipitation in short time scale, it not only weakens (or enhances) the Indian monsoon, but also bates (or intensifies) the local convection. But in a long time scale (e.g. 100 years), temperature is only one of the factors that act on precipitation.
  • LAI Yuan-ming, YU Wen-bing, WU Zi-wang, He Ping, ZHANG Meng-xi
    JOURNAL OF GLACIOLOGY AND GEOCRYOLOGY. 2001, 23(2): 126-130. https://doi.org/10.7522/j.issn.1000-0240.2001.0023
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    According to the situation in permafrost regions, the governing differential equations of heat transfer in frozen zone and unfrozen zone are simplified. Then, using dimensionless and perturbative method, an approximate analytical solution for simplified heat transfer equation has been obtained. A research of freezing process of circular tunnel with initial temperature near 0 ℃has been made. As a numerical example, a circular tunnel incold region has been studied.Its inner radius is3.0 m. The thermal conductivity and the volumetric specific heat of its surrounding rock infrozen area are λf=1.8247 W·m-1·K-1 and Cf=1.617×106J·m-3·K-1, respectively. The thermal conductivity and the volumetric specific heat of its surrounding rocks in unfrozen area are λu=1.4338 W·m-1·K-1 and Cu=1.929×106J·m-3·K-1. Besides, its volumetric phase-change latent heat, ρL, is 46.44×10 6 J·m -3. The air temperature T a is -3 ℃. The precision of the approximate formulae in this paper has been examined under following two conditions: Condition 1The convective heat-transfer coefficient between air and rocks is 15.0(W·m-2·K-1) and Tf, the frozen temperature of the rock-surrounding tunnel, is -0.1 ℃. The approximate analytical results for the initial temperature of the surrounding rock of 0 ℃can be obtained using the formulae of this paper. Again the numerical results worked out by a computation method, presented by Lai et al., are given in Table 1 for two initial temperatures of the surrounding rock. Table 1 shows that for the frost front radius of 7.837 m, the frozen time determined by the approximate analytical solutions of this paper is5.039 years. The time determined by the numerical solution is only 5 years for the same frost front radius. The errors between the approximate analytical results and the numerical results are 4.6%, 6.62%, 7.05%, 7.63% and 8.83% for the initial temperature of surrounding rocks of 1.5 ℃. Forthe initial temperature of surrounding rockless than 1.5 ℃, the approximate analytical solutioncan be used inpractical engineering,because the error less than 5% can be ignored from the engineering point of view. Condition 2The convective heat-transfer coefficient between air and rockverges to infinity, i.e., the temperature at the tunnel surface is equal to the air temperature. The results of approximate analytical solution and the numerical solution are given in Table 2 for two temperatures of surrounding rock. From Table 2, one can see that there are almost no error between the perturbative approximate analytical solutionand the numerical solution for the initial temperature of surrounding rock of 0 ℃. The errors between the approximate analytical results and the numerical results are4.75%, 6.58%, 6.82%, 7.31% and 8.07% forthe initial temperature of surrounding rocks of 1.5 ℃. From the mentioned above, one can conclude that the precision of the approximate analytical solutiongoes up graduallywith the increase of the convective heat-transfer coefficient. The error between the approximate analytical solution and the numerical solution is small when the initial temperature of surrounding rock is less than 1.5 ℃, especially, for 0 ℃. So it can be used to estimate the position of frost front of rock-surrounding tunnel in cold regions.
  • ZHOU Shang-zhe, LI Ji-jun, ZHANG Shi-qiang, ZHAO Jin-dong
    JOURNAL OF GLACIOLOGY AND GEOCRYOLOGY. 2001, 23(2): 131-138. https://doi.org/10.7522/j.issn.1000-0240.2001.0024
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    The Bailang River, a tributary of the Heihe River and 40 km in length, rises in the Zoulangnanshan Mountain (5 100 m a.s.l.) and flows northward with a discharge of 39×106m3/year.It disappears in the diluvial area of Hexi corridor. The coordinates are 38°52′~39°10′N, 99°15′~99°28′E. There are 23 glaciers over there, the ELA of which is about 4 500 m a.s.l. Among them, the Glaciers No.14 and 16 are most typical ones in glacial sedimentation. The glacial sediments are recognizable both in the U shaped valley and in front of the mountain. In the U shaped valley, the moraine of the Little Ice Age is just distributed around the modern moraine, and the lateral moraines of the Neoglaciation stretch along the two sides of the river. In front of the mountain, there are three sets of imbricated fanlike moraines, of which the lowest one is near Changgousi and named Changgousi Glaciation. This moraine is dated 135 ka BP with ESR method. The bottom of an overlying loess (18 m in depth) of an outwash terrace, that is corresponding to the Changgousi moraine, is dated in (141.7±11.4) ka BP with TL method.This means that the Changgousi moraine was formed during penultimate glacial age, i.e., MIS6. It is reasonable that the two overlying sets of moraine represent the early stage of LG and the LGM, respectively. The oldest glacial deposit is on the top of a high hill, named Zhonglianggan (2 997 m a.s.l. and 500 m above the river level), from which a ESR dating of (460±45) ka BP is obtained, showing that this till deposit belongs to the Stage 12 of oxygen isotope. This dating just coincides well with the Shangwangfeng Glaciation in the Ürümqi River Basin of eastern Tianshan Mountains, Xinjiang, which is ESR dated 470 ka BP. Based on above mentioned, it is sure that there existed many glaciations, including MIS 12, 6, 4, 2 of the Pleistocene, and Neoglaciation and Little Ice Age in the Holocene. In the Qilian Mountains, planations, 3 000~ 3 200 m in height, are widespread which are witness showing that there was a long stable period of the crust before its strong uplifting. These planations disintegrated when the mountains began to rise at about 3.7 Ma BP.Afterwards, it was a long time(about 2.8 Ma) for the sedimentation of Yumen conglomerate rock. The famous Kunlun-Yellow River tectonic movement of the Tibetan Plateau occurred at 1.1 Ma BP, which greatly changed the geomorphologic process and made the Qilian Mountains up to the cryosphere, and some peaks of the Qilian Mountains came into a glacial-periglacial environment. The Bailang River basin was up to such a height at least at 460 ka BP.The fact that the highest outwash terrace has been cut down to 250 m indicates that after Zhonlianggan Ice Age, the mountains had a great uplift. According to an ESR dating on a moraine from Kunlun Shan Pass and a 36Cl dating on the bottom of a 309 m deep ice core from Guliya Ice Cap of the West Kunlun Mountains, Shi Yafeng suggested that the Maximum Glaciation on the Tibetan Plateau occurred in 0.6~0.8 Ma BP, or MIS 16. During the Maximum Glaciation, glaciers had an area of 500 000 km2 in total. This maximum glaciation was also called the Third Glaciation from the last. Was there no other glaciation occurred in such a long time between 600 ka BP and 125~180 ka BP, the penultimate ice age?The discovery of glaciations for MIS 12 in the Qilian Mountains and Tianshan Mountains is quite significant.
  • KANG Er-si, CHENG Guo-dong, LAN Yong-chao, CHEN Xian-zhang
    JOURNAL OF GLACIOLOGY AND GEOCRYOLOGY. 2001, 23(2): 139-148. https://doi.org/10.7522/j.issn.1000-0240.2001.0025
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    The project of the South-North Water Diversion consists of many dams built in the upper reaches of the Yangtze River, where hydrological measurements are seriously short. This causes many problems for the design discharge for the dams. This paper is intended to apply the Heihe Mountainous Watershed Runoff Model developed by the authors to simulate and study the water balance and runoff process in the upper reaches of the Yalong River, one of the main tributary of the Yangtze River. This is going to serve the determination of the design discharge of the dam. The model was developed in the mountainous watersheds of the Heihe River basin, which are located in the Qilian Mountains and by the Hexi Corridor of Gansu Province. The model simulates the runoff process by dividing the mountainous watersheds into two vertical landscape zones: the alpine ice and snow zone and the alpine vegetation zone. The simulation indicates that the model structure is suited to the basic vertical landscape zonalities of the mountains in the west of China. In the mountainous watersheds at the upper reaches of the Yalong River controlled by the Yajiang Hydrometric Station (at 2 599 m a.s.l. with a drainage area of 65 729 km2), the water balance shows that precipitation decreases and runoff coefficient also decreases with altitude. Snowmelt runoff plays a dominant role in the runoff formation. The runoff simulation has been carried out for the mountainous watershed controlled by the Garz? Hydrometric Station (at 3 393 m a.s.l. and with 32 925 km2 of watershed area) and the higher mountainous watershed controlled by the Wenbo Hydrometric Station (at 3 885 m a.s.l. and with 19 800 km2 of watershed area) in the Yalong River basin. Taking the monthly air temperature and precipitation of the standard meteorological stations as the foremost inputs, the model is calibrated and tested for wet, normal and dry years, then the annual runoff series is obtained. The simulation indicates that the normal annual precipitation is 564.5 mm and runoff depth is 188.5 mm, equivalent to the annual runoff volume 37.3?108m3, at Wenbo Hydrometric Station, with a snowmelt runoff contribution of 64%. This paper provides a method and basis for the determination and test of design discharge of a hydraulic engineering at the mountainous watersheds, where hydrological measurement is short.
  • KANG Xing-cheng, ZHANG Qi-hua
    JOURNAL OF GLACIOLOGY AND GEOCRYOLOGY. 2001, 23(2): 149-155. https://doi.org/10.7522/j.issn.1000-0240.2001.0026
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    Cypress growth in high elevation areas of the Tibetan Plateau is different from the traditional idea, that tree in temperate and subtropical zones grows mainly in spring and summer.But, in the Tibetan plateau, the traditional idea is not applicable, especially to the growing of cypress in the higherelevation regions. The plateau has the elevation over 3 000 m a.s.l., with some extremely high mountains above 5 000 m and large altitude difference. In some places, the tree may distribution from 6 000 m a.s.l. to 2 000 m a.s.l. or even lower in a limited horizon range. Therefore, there is an intense effect of elevation on climate and vegetation in this region, and various vegetation appears from the frigid zone to the torrid zone in a short horizon distance, as a result of large altitude difference. Therefore, the problems of cypress growth influenced by ground temperature over various altitudes, moist contents of soil, radiation and other factors have to be discussed. The ground temperature in autumn at different depths is obviously higher than that in spring or the annual mean ones. At the depth of 3.2 m, the ground temperature in fall is higher than that in summer. In addition, the ground temperature of spring is lower than that in winter. The moisture content of soil over 4 500 m a.s.l. shows an obviously seasonal difference and displays the highest value in fall for all layers of the observed sites. The annual distribution of sunshine is different from that of the ground temperature and the moisture content of soil, which changes with elevation, with the maximums in fall and winter, the minimums in summer. At the depth of 30 cm, ground freezing starts in mid December below 4 500 m and in mid November above 4 500 m. Ground thawing begins in the first ten days of April. The analysis results also indicate that the moisture in spring is low, and even lower than that in winter. A possible mechanism may be that precipitation can not infiltrate into soil rapidly owing to the frozen soil surface, resulting in relatively low moisture. In winter, however, infiltrated water before freezing is reserved because of frozen soil, causing higher moisture content. Under the heat and moisture conditions as above mentioned, there is a special environment for survives of trees in the high elevation regions of the Tibetan Plateau. Trees grow mainly in summer and autumn, rather than in spring and summer, because ground temperature in spring is negative in most areas. In autumn, ground temperature is higher as heat release of freezing. This is why the cypress growth in this area is different from other regions. The ground temperature, soil moisture, sunshine and freezing-thawing period at the depth of 30 cm show an obvious seasonal variation. The annual distributions of ground temperature, soil moisture, solar radiation and freeze-thawing period in the Tibetan Plateau indicate that the condition in fall is more favorable for the growth of cypress than that in spring. As ground temperature and soil moisture content in fall are higher than that in spring, it is inferred that the cypress grows mainly in summer and fall. The width of tree ring is positively related to the fall temperature in this high elevation region. This is a special feature in the research field of dendroclimatology.
  • WEN Jia-hong, KANG Jian-cheng, WANG Da-li, SUN Bo, LI Zhong-qin, LI Jun
    JOURNAL OF GLACIOLOGY AND GEOCRYOLOGY. 2001, 23(2): 156-163. https://doi.org/10.7522/j.issn.1000-0240.2001.0027
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    Snow density measurement and stratigraphic observation of a 50 m firn-core and a snow-pit at LGB65 in Princess Elizabeth Land, East Antarctica, were conducted. The major conclusions were obtained as follows: (1) Densification of snow/firn belongs to cold type one. The depths of the first and the second critical density are 10.4 m and 60.4 m respectively. (2) Depth hoar is not well developed. There are only a few embryo depth hoar layers, several centimeters in thickness, and most of them overlie or underlie ice crusts. (3) Thirteen grain-size classes, from fine to coarse, are divided according to their size and size ratios. Grain-size depth profile of the snow/firn layers at the LGB65 can be divided into four sections: 0~7.76 m, 7.76~18 35 m, 18.35~41.19 m, 41.19 m to the bottom of the core. Grain-size variations are mainly controlled by seasonal or interannual changes of climate factors. (4) The relative light-transmission of the core varies less above 16.0 m, but varies rhythmically bellow 16.0 m, which can be considered as an indicator for differentiating annual layers. (5) Relatively abundant ice crusts can be recognized in the snow stratigraphic profile, 7 crusts per meter on an avarage. However, there are two firn sections, 5 21m in length, without ice crust. Ice crusts can mainly divided into three types: radiation crust, wind crust and multi-layer crust. Among them, radiation crust is of importance for determining annual layer boundaries. (6) The process of firnification at the LGB65 has been examined with two empirical models established by Craven and Allison 〔21〕 and Kameda and others 〔22〕. The results show that the LGB65 is not located in the strong katabatic-wind and low accumulation rate area. The LS model established by Craven and Allison 〔21〕 has wider applicability and higher reliability. In the shallow layer of the LGB65 firn core, the annual accumulation rate derived by the LS model is consistent with the result from firn core dating through the stratigraphic features, which reflects that the stratigraphic method has considerable reliability. (7) On the basis of various stratigraphic features observed, the LGB65 firn core is dated preliminarily. It is concluded that the annual accumulation presented an increase trend over the last 250 a. The average accumulation rate of the whole profile was 131 9 mm·a-1. In the 1960’s the annual accumulation was lower than the average value, and then increased strikingly since the middle of the 1970’s.
  • CHEN Dong-jing, XU Zhong-min, CHENG Guo-dong, ZHANG Zhi-qiang
    JOURNAL OF GLACIOLOGY AND GEOCRYOLOGY. 2001, 23(2): 164-169. https://doi.org/10.7522/j.issn.1000-0240.2001.0028
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    Sustainable development is a hot issue in contemporary period. The issue needs to be studied further. Since the concept of sustainable development was put forward, many systems of index for measuring the level of a region’s development have been provided. However, all of them have some flaws. In the late 1990s, ecological footprint theory was provided to deal with a certain area’s development conditions. It measures the development level from a new aspect. The theory comes from the knowledge that people’s consume can be transferred into biologically productive land, which produces all the resources and assimilates all the wastes generated by human. In this paper the theory of ecological footprint is introduced and applied in the five provinces/regions (Shaanxi, Gansu, Ningxia, Qinghai and Xinjiang) in Northwest China as a case study of ecological footprints. The ecological footprint makes of three main ledgers. The first one is basic biotic resources consumption including its sub-products, the second one is energy consumption, and the third one is trade balance. Through more detailed trade flow analyses, the trade balance can mitigate the influence of import and export product on consumption. Based on the ecological footprint concept and analysis framework, human consumption can be compared with natural capital production at the regional level by using the available data. The result is uneasy for the sustainable development in the five provinces/regions,whoseecologicalfootprintdeficitis 0.1119, 0.7471, 0.4242, 0.061, 0.8863 hm2/cap, respectively. In 1999, product coefficients of GDP to ecologicalfootprintare 3787.76RMB/hm2inShaanxi,3478.91 RMB/hm2 in Ningxia, 2971.72 RMB/hm2 in Qinghai, 2780.0 RMB/hm2 in Gansu and 2728.1 RMB/hm2 in Xinjiang. According to a further analysis, some problems were found. Such as the supply of ecological footprint of land in the five provinces/regions, except Xinjiang, is superfluous; the influence of export and import on ecological footprint is very small in the five provinces/regions, except Xinjiang. In Xinjiang, the ecological footprint of export exceeds that of import, which reflected that Xinjiang is an energy-exported region. This paper urges that ecological footprint in Northwest China will change with two trends (more or less deficit) under different strategies. This will impact on sustainable development of Northwest China finally. At last, several disadvantages of the theory of ecological footprint were mainly commented about in this paper. The theory may evaluate the status at present, but was short of function to forecast a regional development trend. Several important issues have not been included in the theory, such as how to calculate water in products and how to select more correct disposing standard. Several suggestions are given in this paper. The theory have not considered the equilibrium of development of economy, equal distribution of social benefit, efficient utilization of economic resources, advance of science and technology and profound influence of environment. However, the theory has given a new research aspect of sustainable development and provided a certain way to make regional development plan.
  • LI Zhi-jun, QU Yue-xia, SHENZhao-wei, WANG Yong-xue, LI Guang-wei
    JOURNAL OF GLACIOLOGY AND GEOCRYOLOGY. 2001, 23(2): 170-175. https://doi.org/10.7522/j.issn.1000-0240.2001.0029
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    The aim and function of the synthetic model ice is described in this paper. In according to the requirement of simulation law of ice interaction with structures, strength and thickness of model ice should follow simulating scale, λ. The statistical values of the Bohai ice feature parameters, such as density, compressive strength, flexural strength, shear strength, elastic modulus and friction coefficient, are available. The ideal physi-cal and mechanical values of the synthetic modelice are determined using the model scale of 1:10~1:30, considering the capability of the test basins in China and the natural ice features. A perfect model ice is found and called DUT-1 model ice. Its components and making process are introduced briefly in this paper. Flexural strength is one of the important parameters in the evaluation of interaction between ice and slope structures or waves. Hence, it is one of the simulated parameters in model ice. For knowing the flexural strength of DUT-1 model ice in detail, over 500 samples were tested systematically. It is found that ductile bending happens under a loading rate less than 350~400 kPa·s-1 in simple three point bending and 60~65 kPa·s-1 in cantilever beam bending. Their corresponding failure times are 0.03 ~ 0.38 s and 0.5 ~ 0.76 s, respectively. These failure times are in the range of that of the simulated natural ice. A comparison of flexural strength between downwards and up-wards loading on cantilever beams certifies an anisotropy in the model ice. This is the same with the fine grain frozen model ice, because both are characterized by granular structure. After one hour wetting, the flexural strength of the model ice under three-point is going to be steady and lasts for 4 h. This period is longer enough for performing model test for ice interaction with structure or ice behavior modeling test. Similar with natural ice, the flexural strength of the DUT-1 model ice increases with increasing of wetted density. The flexural strengths both under the three-point bending and the cantilever beam bending are almost the same. In the normal distribution curves of strengths, the scatter is rather large of that under the three-point bending. The flexural strength ranges from 35 to 65 kPa, with a middle value of 45 kPa. The flexural strength of the Bohai natural ice is 450~750 kPa, thus model of 1:10~1:30 scale is available.
  • BAI Xiao-hua, FENG Wen-hui
    JOURNAL OF GLACIOLOGY AND GEOCRYOLOGY. 2001, 23(2): 176-179. https://doi.org/10.7522/j.issn.1000-0240.2001.0030
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    Nearly a half part of Gansu Province is covered by loess. Water and other forces cut the loess plateau and deep valleys are formed. A great number of geological hazards happen in these areas. One of them is debris flow. In China, there is about 0.65×106km2 land suffered by debris flow, accounting for 7% of the territory. There is 4.0×108m3 debris flow recorded every year. When debris flow happens, a lot of soil, sand and rock mixed water rushes out of a valley, destroying village and town, road and railway, factories and buildings, persons and livestock. Because the hazards are distributed very wide, satellite image is the best way to monitor the hazards. The basin of debris flow valley is one sq. km or more in average, so it can be seen in satellite image. Suppose the value of each pixel of an image is xi, i=1, 2, 3…n, then the average number x=∑xi/n. The pixel numbers of each debris-flow valley are about 10 000~60 000. TM data has 7 bands with different standard deviation. For a valley the standard deviation can be calculated and a sequence of standard deviation for each band can be made. It can be seen that the standard deviation of Band 5 is the largest and that of Band 6 is the least for Dongjiangshui Valley of Wudu County, Gansu Province. The character sequence of the Dongjian-gshui debris flow is 5731426.The standarddeviation is17.40 for of Band 1, 11.99 for Band 2,19.10 for Band 3, 17.03 for Band 4, 29.09 for Band 5, 10.27 for Band 6 and 20.18 for Band 7. The standard deviation sequences of the image for some places in Gansu, Sichuan, Guizhou Provinces are also computed. It is found that if the natural condition is similar, the sequence will be the same. Then the standard deviation sequences of the main debris-flow valleys in Gansu Province are computed as shown in Table 3. The sequence is the same in a certain area as shown in Figure 3.A different sequence in the certain area (the legend mark is ⊗) means the debris flow valley may be in danger.So a change of image sequence for a debris flow valley may be used as a symbol to monitor a debris flow.
  • XIONG Hei-gang, LIU Gen-nian, SONG Chang-qing, CUI Zhi-jiu, SUN Lin
    JOURNAL OF GLACIOLOGY AND GEOCRYOLOGY. 2001, 23(2): 180-184. https://doi.org/10.7522/j.issn.1000-0240.2001.0031
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    Freeze-thaw action is a factor of frost weathering in Antarctica. The weathering rate of rock is dependent on frequency, intensity and times of freeze-thaw action. In order to understanding the characteristics of frost weathering in Antarctica, some observation sites have been set up at different heights and slope-faces around the Great Wall Station in King George Island since 1988. Basedon the observation from March 1988 to March 1990, the relationship between frost weathering of rock and season, slope-faces and elevation are discussedin this paper. (1) Temperature effect A necessary condition for freeze-thaw action is a temperature fluctuation around 0℃; thus, temperature governs the weathering rate. The weathering rate of rock markedly changes seasonally and annually. It is 0.012~ 2.042 mm·a-1 in summer and 0.0314~ 0.5606 mm·a-1in winter. In low temperature year,it is only about7.2~16.6 per cent of that in high temperature year.In summer, there is more chance for temperature fluctuating around 0 ℃and higher frequency of freeze-thaw action.While in winter, the temperature is below 0 ℃, so the freeze-thaw action ceases. So do in the year with higher temperature. (2) Exposure effect The weathering rate in the slopes of the east and southeast is 2.6~16 times of that of the west and northwest.In winter, snow mainly deposits in the west slopes because of the northwest wind. In summer, snow in the east slopes melts earlier than that in the west slopes because of the southeast wind.So the times and frequency of freeze-thaw action in the west slopes is less than the east slopes. (3) Elevation effect In the seacoast at5 ma.s.l., the weathering rate of rock is very low, but in the slope with an elevation of 43~47 ma.s.l., only several hundred metersfar from the seacoast, the rateis high. The latter is several times larger thanthe former, althoughtheir rock typeis similar. Thisreflectsthat temperature changesquicklyin high elevation and the phase-change of water occurs repeatedly, so the rate of freeze-thaw action is high and the weathering is strong. The King George Island of Antarctica is located in a high latitudearea. There are 6~8 monthsin a year with temperature below 0℃, thusthe freeze-thaw action is restricted. Compared with other periglacial areasin the world, the weathering rate of rockis moderate inthe island.
  • HOU Shu-gui
    JOURNAL OF GLACIOLOGY AND GEOCRYOLOGY. 2001, 23(2): 185-188. https://doi.org/10.7522/j.issn.1000-0240.2001.0032
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    OnJune 4and 17, 1996, two snow pits, 3 m and 2.3 m in depth, were dug at the same spot (4 230 m a. s. l.) in the west branch of the Glacier No.1 at the headwaters of the Ürümqi River.Both of the snow pits were sampled at an exact 10 cm interval, and all the sampleswere analyzed for major anions (SO42-, NO3- and Cl-) and oxygen isotope ratios (δ18O). The effect of the post-depositional process on the snow chemical records was discussed through comparison ofthe δ18O and ionic profiles of the two snow pits. The original ionic peaks of the 3-m snow pits can change in different way (i.e., increasing or decreasing in ion concentrations with depth, or even fading away), depending on the stratigraphic features of the snow/firn (e.g., location and thickness of the ice layers). The increase in NO3-can be attributed by anthropogenetic emission, biomass burning, and soil emission resulted from the use of nitrogen fertilizers, and the increase in SO42-is suggested due to the chemical reactionsof pyrite and carbonate in presence of meltwater. To the contrary, main reason for the modification of the ion profiles is the elution, which leaches most of the ions from the uppermost part of the snow/firn to the bottom, or even moving away with runoff. Change of the δ18O profiles as meltwater percolating through the snow/firn is less significant as compared with that of ionic profiles, and preferential elution was observed among the major anions,consequently,causing a phasic discrepancy in theisotopic and ionic profiles. In addition, the correlation coefficients among the anions of the snow/firn may increase owing to the post-depositional process. Therefore, the ice core records and the relationship among them are not only affected by the climatic and environmental conditions during precipitation, but also affected by the post-depositional process. Before one use the ice cores, especially those extracted from nonideal environments, for paleo-climate reconstruction, it is necessary to distinguish how much the records can reflect the original climatic and environmental conditions during precipitation, and which records are just the modified results of the post-depositional process.
  • PU Jian-chen, YAO Tan-dong, WANG Ning-lian, DING Liang-fu, ZHANG Qi-hua
    JOURNAL OF GLACIOLOGY AND GEOCRYOLOGY. 2001, 23(2): 189-192. https://doi.org/10.7522/j.issn.1000-0240.2001.0033
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    Located in Hoh Xil Region in the center of the Tibetan Plateau, Malan Glacier is a large extreme continental glacier, with a total area of 195 km2. Its equilibrium line altitude varies from 5 430 to 5 540 m. There are three moraines of the Little Ice Age in front of glacier tongue. The glacier tongue was 20 m lower on the southern slope and 20~40 m lower on the northern slope in the Little Ice Age than that at present. Since the Little Ice Age the glacier has reduced its area accounting for 4.6% of the present area, while this ratio is near 8% in the Qangtan Region, Tibetan Plateau. In the past about 100 years, the glacier retreated 45~60 m, and in the recent 30 years from 1970, the Malan Glacier retreated 30~50 m, with a ratio of 1~1.7 m·a-1. Though the retreating is less than that in the surrounding areas of the plateau, the retreating ratio is increasing, which might have a significant effect on the vulnerable ecosystem on the plateau.
  • QIN Xiang, QIN Da-he, DING Yong-jian
    JOURNAL OF GLACIOLOGY AND GEOCRYOLOGY. 2001, 23(2): 193-199. https://doi.org/10.7522/j.issn.1000-0240.2001.0034
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    The Antarctic and Greenland Ice Sheets play an importance role in the global climate system. They affect the surface heat balance, atmospheric circumfluence, sea level change and circulation of physical ocean and biogeochemical cycles. Also they contain a great deal of information on global climate and environmental changes, becoming two key regions for global change study. Based on the cryospherical data mainly gained by Chinese scientists and other correlative data gained by the worldwide scientists, the Chinese Polar Cryosphere Database System (CPCDS) is built. The CPCDS is made up of two sub-databases: Antarctic Cryosphere Database (in the south of 50°S) and Arctic Cryosphere Database (in the north of 60°N). Each of them covers basic information and observation of ice sheets, glaciers, frozen ground, snow, sea ice and topography. Establishing of the CPCDS follows the four main principles: (1) Security. (2) Convenience and rapidness for all users. (3) Easily manage and maintenance. (4) Able to upgrade and apply in future. A WWW server of the CPCDS on the Microsoft Windows NT 4.0 Server Operating System is established. Based on the server, a database management system (SQL Server) under the Client/Server mode by PowerBuilder and Visual C ++ languages is developed. The CPCDS network page is established and the WWW address is provided. As soon as it is finished, the CPCDS would provide the following functions: (1) Management, maintenance, query, search,andoutputofall available data. (2) Supply of all the original remote sensing data and a part of its processed data. (3) Supply of GIS data and processed image data. (4) Supplying by Internet Web and Local Web. (5) Supplying in the form of image, tables and file. (6) Supplying intheway ofdownload,copy,CD-ROM, browse, print and E-mail. The CPCDS is a basic work of Chinese polar scientific research. It faces a great deal of scientists who are working on the cryosphere. Based on the CPCDS, researchers would build many applied models with correlative software and mathematics methods.
  • WU Qing-bai, ZHU Yuan-lin, SHI Bin
    JOURNAL OF GLACIOLOGY AND GEOCRYOLOGY. 2001, 23(2): 200-207. https://doi.org/10.7522/j.issn.1000-0240.2001.0035
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    Frozen soilclosely relates to human activities and environment. Engineeringactivities may change frozen soil and ecological environment, freezing-thawing action and engineering stability. Therefore, studying theinfluence of engineering activities on frozen soil environment becomes an importance subject. Studying frozen soil environment can be divided into four aspects: 1) The change of frozen soil environment relating to natural factors; 2) The relationships between permafrost and ecological environment in cold regions; 3) The interaction between engineering and frozen soil environment; 4) The change of frozen soil environment under climate warming. Relationships between frozen soil environment and engineering activities are mainly reviewed in this paper. Engineeringactivity effects freezing-thawing action and results in permafrost environment losing its resumption capability. Therefore, assessing and predicating change of frozen soil environment relating toengineering activity become an important research content. The study of change in frozen soil environment relating to engineering activitiesmainly includes the following four aspects: 1) Assessment of frozen soil stability and sensitivity of ground surface; 2) Frozen soil environment and building stability; 3) Protection of frozen soil environment and reasonable utilization of land; 4) Ecological environment in frozen soil regions. The frozen soil stability is assessed by quantitative analyzing the permafrost stability, as well as proposing the thermal stability model based on permafrost energy change under natural condition and engineering activities. These quantitative assessment methods can be used to analyze and predicate the effect of engineering activities on frozen soil environment. The sensitivity of ground surface is studied by qualitative analyzing ground surface stability under the effect of engineering thermal disturbance, as well as proposing a sensibility classification based on the effect of engineering thermal disturbance. The qualitative analysis method can be used to assess the change of engineering geological condition. Studying the frozen soil environment and building stability mainly analyzes build stability after the change in thermal regime, seasonally thawing depth and freezing-thawing action, with ground ice thawed. In general, the engineering involves highway, railway, pipeline and hydrological installations. The linear building construction greatly influences frozen soil and ecological environment, thus, frozen soil environmental protection, reasonable utilization of land and ecological environment in frozen soil regions become new projects. Considering the influence of engineering thermal disturbance on frozen soil and ecological environment, as well as the destruction of engineering to vegetation, forest, and geological and frozen soil environment, the countermeasures of environmental protection are proposed, especially emphasizing the action of government supervision.
  • SHEN Yong-ping, LIANG Hong
    JOURNAL OF GLACIOLOGY AND GEOCRYOLOGY. 2001, 23(2): 208-211. https://doi.org/10.7522/j.issn.1000-0240.2001.0036
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    In past century, much of the world’s polar and mountain ice has melted, and in the past few decades the melting has accelerated. Ice is essential to global climatic and ecological stability, and as the ice turns to water. Enhanced melting is among the first observable signs of human-induced global warming, and glaciers and other ice features are particularly sensitive to temperature shifts. Loss of the ice would not only affect the global climate, but would also raise sea levels and spark regional flooding, damaging property and endangering lives. Large-scale ice melting would also threaten key water supplies as well as alter the habitats of many of the world’s plant and animal species. As mountain glaciers shrink, large regions that rely on glacial runoff for water supply could experience severe shortages. Rapid glacial melting can also cause serious flood damage, particularly in heavily populated regions such as the Himalayas, Karakorum and Tienshan Mountains. As a whole, the world’s glaciers are now shrinking faster than they are growing, and losses in 1997—1998 were “extreme”, up to -797mm weq. Scientists predict that up to a quarter of global mountain glacier mass could disappear by 2050. Within the next 35 years, the Himalayan glacial area alone is expected to shrink by to 100,000 square kilometers. In China, the glacier area of northwest China has reduced by 1338 km2 in recent 35 years, which constitute 4.9% of the total existing glacier area. A glacial lake in the Inilcheck Glacier of Tienshan Mountain, the Lake Mertzbakher, bursts once time every year in recent decades, and peak and total discharges of the Jokulhlaup flood from the lake have a general increasing trend as regional warming and glacier melting enhanced. Recent records of the Jokulhlaup events in the 1990s have indicated that the lake volume and peak discharge are becoming larger and larger corresponding to a warming and wetting of the inner Asian continent. The eastern Himalayas, which sit in the Ganges basin, have the severest melts. Due to unusual monsoon patterns, and possibly to global warming, those glaciers on the "roof of the world" from Bhutan to Kashmir are shrinking fastest. Environmental degradation is worsening many natural disasters; global environmental trends have reached a dangerous crossroads as the new century begins.