TRENDS OF PERMAFROST DEVELOPMENT IN THE SELENGE
Transcription
TRENDS OF PERMAFROST DEVELOPMENT IN THE SELENGE
Th e Int 7th ern Per atio ma Co fro nal nfe st ren ce Ye llo Jun wk 199 e 23- nife 27 8 PERMAFROST - Seventh International Conference (Proceedings), Yellowknife (Canada), Collection Nordicana No 55, 1998 ? TRENDS OF PERMAFROST DEVELOPMENT IN THE SELENGE RIVER BASIN, MONGOLIA N. Sharkhuu Institute of Geoecology, Mongolian Academy of Sciences, Ulaanbaatar, 210620, Mongolia Abstract The Selenge River Basin, Mongolia, is located in the southeastern part of Siberian permafrost. Ground temperature data collected during the past 15-25 years show that mean annual temperatures are increasing at rates of 0.01-0.02¡C per year. Permafrost is degrading in about 75% of the areas of the basin where it currently exists. The current annual thaw rate is about 0.5-1.0 cm from the top and about 2-5 cm from the bottom. In the Khentei taiga, which covers about five per cent of the basin, permafrost is aggrading, especially where forests are dense and where moss is present. It is projected that most of the permafrost that is less than 15 m thick will disappear within 50 years which will decrease the entire area currently underlain by permafrost in the basin by 25-35%. Introduction Global warming has an impact on permafrost. Factors aggravating permafrost degradation are deforestation in the taiga and desertification in the steppe. Therefore, determination of the trends of permafrost change is of both practical and scientific importance. Recently, geocryologists and other scientists from many countries have published articles about this subject (e.g., Cheng et al., 1993; Gavrilova, 1993; Nelson et al., 1993; Wang and Zhang, 1996; Zhou and Wang, 1996). Even more recently research on permafrost in Mongolia has been undertaken as exemplified by this report. The author has been making ground temperature measurements in the Selenge River Basin (Sharkhuu, 1982, 1993; Sharkhuu and Luvsandagva, 1975; Sharkhuu and Undarmaa, 1986). The data to date indicate a mean annual increase in temperature at sites throughout the basin. Terrain and permafrost The Selenge River Basin has an area of 282,000 km2. It is surrounded by mountain ranges which rise up to 4000 m a.s.l. The Selenge delta is at 600-700 m a.s.l. The majority of the area is forest-steppe with taiga in the higher mountains and steppe only in the south. In the mountains (i.e., the taiga), air temperature averages -3 to -6¡C, precipitation, 40 to 50 cm and snow depth, 20-40 cm. In the basin, the air temperatures are 0 to -3¡C, precipitation is 20-30 cm, and snow depths are 5-10 cm. Alluvial and lacustrine deposits include gravels, sands, sandy loams, loam and clay. On mountain slopes surface materials are 1 to 5 m thick. During the past thirty years, small-scale geologic and geocryologic maps of the basin have been prepared (Sharkhuu, 1982, 1993). Figure 1 shows the distribution of permafrost thickness and temperature. It is divided into five categories: continuous permafrost (>85%), discontinuous (50-85%), widespread isolated (10-50%), sparsely-spread isolated (1-10%), and sporadic (<1%). Both continuous and discontinuous permafrost occur in most surface types and occupy about 29.5% of the entire basin. In those areas, taliks are found only on steep, south-facing slopes, under large rivers and deep lakes, and along tectonic fractures with hydrothermal activity. Outside the continuous and discontinuous areas, permafrost is found only on north-facing slopes and in fine-grained and moist deposits. It has been found that the thickness of permafrost is proportional to the (negative) mean annual temperature and inversely proportional to the temperature gradient. The majority of permafrost is of the dry variety, with icy permafrost being confined to lacustrine, alluvial and some times colluvial deposits. Seasonal thaw to depths of 2-3 m in silty soils and 4-5 m in coarse materials, occurs between May and September. In non-permafrost areas, ground freezing occurs between mid-October and the end of April. Climate change Air temperature and precipitation change affects permafrost development (Gavrilova, 1978). Climatologists N. Sharkhuu 979 Figure 1. Distribution, temperature and thickness of permafrost in the Selenge River Basin (Sharkhuu, 1993). 980 The 7th International Permafrost Conference whereas Budyko (1988) predicts an increase in precipitation of 50% for the arid lands of central Asia. Ground temperature change The earth's surface materials have a "memory" of temperature change (Balobaev and Pavlov, 1983), ground temperature change that is influenced by atmospheric temperature change and human activities. To examine these changes the author has measured temperatures in boreholes to depths of 25-100 m with thermistors. The seven boreholes, located in four different areas in the Basin, which have provided the data for this research are: Figure 2. Mean annual, summer and winter air temperature changes in the Selenge River Basin. are predicting a temperature rise of 2.5-3.0¡C in the next 50 years along with major changes in precipitation for circumarctic regions (Budyko, 1988). Both Mongolian and American scientists have shown that during the past 50 years temperatures have increased by 1.8¡C in west Mongolia, 1.0¡C in central Mongolia, and 0.3¡C in southern and eastern Mongolia. Precipitation has increased a small amount in the mountains (Mizhiddorj, 1990). Mean summer temperatures in the Selenge River Basin have increased by only 0.5¡C whereas winter temperatures have increased by 4.0¡C in the past 50 years. The mean change for the year is 1.4¡C. Precipitation increased slightly in the Khentei taiga area while remaining nearly constant elsewhere (Natsagdorj, 1988). It is predicted statistically that the basin's temperature will increase by 2.5¡C by 2050 (Mizhiddorj, 1994) Figure 3. Ground temperature changes in the boreholes in the Burenkhaan (20;21;206), Terkh (15), Erdenet (34) and Baganuur (12;142) areas. N. Sharkhuu 981 Table 1. Ground temperature, permafrost and seasonal thawing changes in boreholes under natural conditions. N-20 - south-facing slope at 1665 m a.s.l. N-21 - watershed area at 1715 m a.s.l. N-206 - north-facing slope at 1700 m a.s.l. N-15 - high flood plain at 2050 m a.s.l. N-34 - south-facing step at 1440 m a.s.l. N-12 - the top of a frost mound at 1342 m a.s.l. N-142 - gently sloping surface at 1350 m a.s.l. Boreholes N-20, N-21 and N-206 are in Cambrian limestone with a 1-2 m overburden of sand in the Burenkhaan area. N-15, located in the Terkh area and drilled in 1969 to a 90 m depth, has an upper half (45 m) of gravel and sand with ice totalling 17%. This layer is underlain by 45 m of interbedded clays and silty sand with an ice content of 32%. N-34, in the Erdenet area, is in Permian granite. N-12 has 3.1 m of gravel and loamy sands underlain by lacustrine clay with 40-80% ice content by volume to a depth of 14.3 m. Below this is Cretaceous siltstones and coals. N-142 is in Cretaceous sandstone with 15% ice. Both N-12 and N-142 are in the Baganuur area. Figure 3 and Table 1 depict the ground temperatures recorded in the boreholes. The measurements were made under different conditions: 1969 and 1970 were cold; 1976, 1983, and 1986 were normal, and 1996 was warm. So that decadal rates of warming would not be influenced by the conditions in the year of measurement, correction factors were calculated by correlating the ground temperatures with the linear trend of air temperatures. A correction factor of 0.8 was used for the decadal rate of ground temperature change, whereas the correction factor for the rate of change of seasonal thawing was 0.5 (Table 1). Conclusions based on comparisons of borehole data (Figure 3 and Table 1) include: (1) during the last 15 to 25 years, mean annual ground temperatures in the Selenge River Basin have risen at a rate of 0.01- 0.02¡C per year; (2) the rate of temperature change is relatively high on south-facing slopes, relatively low on north-facing slopes, and moderate in the watershed; (3) the temperature increases in perennially frozen ground is less than in thawed ground; (4) the temperature increase in ice-rich permafrost is less than in ice-poor permafrost; (5) the average geothermal gradient is about 2¡C/100 m but it decreases in the near-surface due to the recent warming; and (6) at a depth of 50 m, temperatures increased by 0.05¡C in 13 years in borehole N-206 (bedrock) and 17 years in borehole N-15 (gravels and sand). Using these data with Balobaev and Pavlov's (1983) calculations, we find that the depth of penetration of surface temperature is 8-15 m in unconsolidated deposits and 12-25 m in rock in one year; it is 35-45 m in unconsolidated deposits and 40-60 m in rock in ten years and 120-145 m in unconsolidated deposits and 140-170 m in rock in 100 years. Present development of permafrost Degradation, aggradation and stability of permafrost development all occur in the Selenge River Basin. 982 The 7th International Permafrost Conference Figure 4. Development of thermokarst subsidence in high ice-content lacustrine clays, Chuluut River valley, Khangai Mountains. Photo taken in 1969. Degradation predominates in about 75% of the permafrost area of the basin. The factors accounting for this proportion are the increase in mean annual permafrost temperature (see above) and seasonal thaw. The latter is increasing at rates of 0.5-1.0 cm per year. This seasonal thaw rate is larger than that calculated by Nakayama et al. (1996) for the Arctic, a difference that can be explained by the more southern location of Mongolia and by a series of especially warm winters. Some warm winters have resulted in a thin suprapermafrost layer that did not freeze back after the summer thaw (e.g., between 3.5-3.9 m in borehold N142 in 1995-1996). Thaw at the base of permafrost is more important than active layer deepening. By using Balobaev and Pavlov's (1983) procedure, the rate of thaw from below in the Selenge Basin can be up to 2-5 cm/year and eventually complete thaw will occur. This has happened in borehole N21 and the temperature conditions of the Table 2.Permafrost temperature and thickness changes in boreholes N-23 and N-196 in the Nalaikh and Baganuur areas as a result of mining permafrost in boreholes N-12 and N-142 indicate that they could thaw completely within 10 years. In the Khangai and Khubsugal mountains thermokarst and thermal erosion processes are active. Thermokarst lakes and sinks are found in ice-rich sediments (Figure 4), permafrost river banks are eroding, and frost mounds are cracking. Thermokarst development and permafrost degradation are more intense in the west and north than in the east of the basin. Locally, degradation is caused by human activities, especially near cities and mines, and because of forest fires. An example is the degradation caused by mining of the Nalaikh and Baganuur coal deposits. Table 2 shows the ground temperature changes at Nalaikh (N-23) and Baganuur (N-196) at the start, middle and end of mining. N-23, at an elevation of 1475 m a.s.l., is on a gentle slope. It has a 4 m thick surficial cover of sands and silt over interbedded sandstone, mudstone and coal of Cretaceous age. Mine shafts were dug to depths of 150 m 50 years ago. Permafrost with a thickness of 50 m has been thawing from below at a rate of 70 cm/year. Its temperature has increased by 0.04¡C/year at a depth of 50 m and 0.02¡C/year at a depth of 15 m. Borehole N-196 is in a swamp at an altitude of 1350 m a.s.l. near a spring. It is composed of a fine-grained sandstone topped by 10 m of gravelly sand and one metre of loam. Mining caused the spring to dry up and the swamp to drain. The permafrost, which was 25 m thick, completely thawed in 8 to 10 years (Table 2). Aggradation of permafrost has only been observed in the Khentei taiga area. It is believed that this aggradation results from increased precipitation. Since the 1940Õs, bare slopes have become forested and valley bottoms have new growth of shrubs and moss. N. Sharkhuu 983 Cryogenic processes have increased as shown on maps and photographs taken in 1942. Further, historical documents record that many of these areas were pasture 50 to 100 years ago. Research also suggests that ground temperatures in the Khentei area can decrease by 1-3¡C due to the growth of vegetation. (3) if Budyko's (1988) prediction of a major increase in precipitation actually occurs, permafrost degradation will be decreased; and (4) frequent forest fires and increasing gold mining will increase the degradation rates, as will expansion of settlements, industrial areas, and agriculture. Ground temperature data show that the most stable permafrost areas (about 20% of those underlain by permafrost) lie between the areas where degradation and aggradation are occurring. This especially true in the Khentei foothills and in the eastern Khubaugul mountains. Chinese researchers (Zhou and Gao, 1996) have shown similar results for northeast China. This is not surprising for both areas are located at about the same altitude in the southern part of Northern Hemisphere permafrost. Future development of permafrost Conclusions Assuming that the mean annual temperature in the Selenge River Basin will be 0.5-1.0¡C greater than now (as predicted by current trends for the middle of the 21st century), we can expect the following developments: Under the influence of climate warming permafrost degradation is to be expected as is the fact that it will degrade more rapidly toward its southern margin. Further degradation will locally vary, being more rapid in the western Selenge River Basin than in the east, in sporadic and isolated permafrost areas more than in continuous and discontinuous zones, in bedrock more than in unconsolidated rocks, in ice-poor substrates more than ice-rich ones, on south-facing more than on north-facing slopes, and in areas with human activity more than in those without it. (1) present-day permafrost in unconsolidated materials with thicknesses of 10 to 15 m and in solid rock with thicknesses of 15 to 20 m will disappear. In contrast, permafrost with thicknesses of more than 25 m will degrade only slightly. Permafrost of more than 50 m will only thaw from its base by 1.0 to 2.5 m; Acknowledgments (2) whereas sporadic and isolated permafrost will degrade considerably or will thaw completely, areas of discontinuous and continuous permafrost should change little. By 2050, permafrost in the Selenge Basin should underlie about 20% of the total area, and this change represents a decrease from the present of about 25-35%; The assistance of Professor J. Walker, Louisiana State University, in rendering the text suitable for the Permafrost Conference is gratefully acknowledged. References Balobaev, V.T. and Pavlov, A.V. (1983). Changes in the permafrost zone caused by climatic changes and human activity. In Problems in geocryology. Nauka, Moscow, pp. 184-194 (In Russian). Budyko, M.I. (1988). The climate at the end of the twentieth century. Meteorology and Climatology, 10, 5-24 (In Russian). Cheng, G., Huang, X. and Kang, X. (1993). Recent permafrost degradation along the Qinghai-Tibet highway. In Proceedings of the Sixth International Conference on Permafrost, Beijing, China. 2, pp. 1010-1013. Gavrilova, M.K. (1978). Climate and perennial freezing of rocks. Nauka, Novosibirsk (In Russian). Gavrilova, M.K. (1993). Climate and permafrost. Permafrost and Periglacial Processes, 4, 99-111. 984 Mizhiddorj, R. (1990). Variations of air temperature and atmospheric precipitation in Mongolian territory during the last 50 years. Transactions of the Scientific and Research Institute of Hydrology and Meteorology, Ulaanbaatar, 15, 9-19 (In Russian). Mizhiddorj, R. (1994). Application of the determination of future trend of mean annual air temperature changes. Transactions of the Scientific and Research Institute of Hydrology and Meteorology, Ulaanbaatar, 17, 18-25 (In Mongolian). Nakayama, T., Sone, T. and Fukuda, M. (1996). Effects of climatic warming on the active layer. In Proceedings of the Sixth International Conference on Permafrost, Beijing, China, 1, pp. 4887-493. Natsagdorj, L. (1988). Climate of Ulaanbaatar city. Ulaanbaatar (In Mongolian). The 7th International Permafrost Conference Nelson, F.E., Lachenbruch, A.H., Woo, M.-K., Koster, E.A., Osterkamp, T.E., Gavrilova, M.K. and Cheng, Guodong. (1993). Permafrost and changing climate. In Proceedings of the Sixth International Conference on Permafrost, Beijing, China, 2, pp. 987-1005. Sharkhuu, N. (1982). Engineering geological conditions of the Selenge River Basin. In Materials of the VIIth Conference of Young Scientists and Aspirants on Geocryology of The Geology Department of Moscow State University (In Russian). Sharkhuu, N. (1993). Permafrost in the Selenge River Basin. In Proceedings of the Sixth International Conference on Permafrost, Beijing, China, 2, pp. 1223-1226. Sharkhuu, N. and Luvsandagva, D. (1975). Basic features of permafrost in Mongolia. Ulaanbaatar (In Mongolian). Sharkhuu, N. and Undarmaa, D. (1986). Distribution, thickness and temperature of permafrost in the Burenkhaan phosphorite deposit area. Geographic Problems of Mongolia, 24, 14-22 (In Mongolian). Wang, C. and Zhang, B. (1996). A preliminary analysis on the regularity of permafrost degradation, its advantages and disadvantages in the Greater and Lesser Xingan Mountains. Journal of Glaciology and Geocryology, 18, 180. Zhou, Y. and Wang, Y. (1996). Ground temperature, permafrost distribution and climate warming in northeast China. Journal of Glaciology and Geocryology, 18, 146-147. Zhou, Y. and Gao, X. (1996). Ground temperature changes of seasonally freeze-thaw layers and climate warming in northern China in the past 40 years. In Proceedings of the Fifth Chinese Conference on Glaciology and Geocryology, Lanzhou, p. 10. N. Sharkhuu 985