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干旱区地理 ›› 2014, Vol. 37 ›› Issue (1): 74-80.

• 地表过程研究 • 上一篇    下一篇

青藏铁路格拉段风沙危害及其防治

张克存,屈建军,姚正毅,韩庆杰,牛清河   

  1. (中国科学院寒区旱区环境与工程研究所 敦煌戈壁荒漠生态与环境研究站, 沙漠与沙漠化重点实验室, 甘肃    兰州    730000)
  • 收稿日期:2013-05-24 修回日期:2013-07-04 出版日期:2014-01-25
  • 作者简介:张克存(1978-),男,甘肃民勤人,理学博士,副研究员,主要从事风沙工程与风沙灾害机理研究. Email:kecunzh@lzb.ac.cn
  • 基金资助:

    国家重点基础研究发展计划“青藏高原重大冻土工程的基础研究”(2012CB026105)和国家自然科学基金项目“青藏铁路沙害形成机理及防治对策研究”(40930741)共同资助

Sand damage and its control along the Golha Section of the Qinghai-Tibet Railway

ZHANG  Ke-cun,QU  Jian-jun,YAO  Zheng-yi,HAN  Qing-jie,NIU  Qing-he   

  1. (Dunhuang  Gobi  and  Desert  Ecology  and  Environment  Research  Station, Key  Laboratory  of  Desert  and  Desertification, Cold  and  Arid Regions  Environmental  and  Engineering  Research  Institute, Chinese  Academy of  Sciences, Lanzhou  730000, Gansu, China)
  • Received:2013-05-24 Revised:2013-07-04 Online:2014-01-25

摘要: 青藏铁路地处高寒低压环境,地表风沙危害形成过程与干旱、半干旱沙漠和戈壁地区有较大差异。青藏铁路沿线多大风、风力强劲、风向相对单一,主导风向以西风为主;各站点年输沙势[DP]均高于400 VU,属于高风能环境,合成输沙方向间于85.8°~89.8°;“风旱同季”,风水复合侵蚀和冻融作用时空交错,地表抗蚀能力差,从而加剧了铁路沿线风沙活动强度。通过对青藏铁路沿线风沙灾害特点、风动力环境、工程防沙措施及其防护机理等分析,提出了青藏铁路沿线风沙危害防治原则和防护体系:应逐步建立以阻沙栅栏、砾石方格、化学固沙、植被恢复相结合的综合防治体系。

关键词: 青藏铁路, 风沙危害, 防沙措施

Abstract: The Qinghai-Tibet Railway,the longest high-altitude railway in the world,is frequently damaged by windblown sand because of strong winds and abundant sand. On the basis of meteorological data,in situ observations and wind tunnel experiments,this paper aims to clarify the characteristics of windblown sand,and to show the dynamical environment of sand activities. According to climate data,the windy period combines with an arid seasonal climate to increase the risk of blowing sand in this area. Wind-blown sand presents unidirectional characteristics and its prevailing direction is westerly. The annual drift potential along the Qinghai-Tibet Railway reaches more than 400 VU,which belongs to a high-energy wind environment. The resultant drift potential ranges from 85.8° to 89.8°,which indicates that westerly sand-laden wind prevails in this region. It rarely snows in winter and the earth’s surface is usually bare. Meanwhile,winter is also the windy season with the peak wind speed of 38 m/s. It can be easily found that the windy period always accompanies with a drought season. The dominant directions of sand transport are westerly in the observed period. Sand transport per unit width (cm) from a westerly direction is 55.7 kg in spring in the Cuonahu region,which indicates strong activity of wind-blown sand. The corrosion resistance on earth is very bad because of the multi-agents actions,such as water,wind and freeze-thaw roles. Sand-damage control along the Qinghai-Tibet Railway should adopt an integrated protection system,not a single sand-control measure. The results of the research have three implications for the design of future sand-control structures. Firstly,sand-control measures must be designed to decrease wind velocity sufficiently and protect natural vegetation along the Qinghai-Tibet Railway,so that abundant sands could be blocked away from the railway. Secondly,results show that sand-driving wind presents a unidirectional flow along the Qinghai-Tibet Railway,so sand control structures should be positioned on the upwind side of the railway to ensure that sand could be accumulated at a safe distance. Thirdly,future design of railway in sandy regions should more carefully consider the direction of sand-driving winds.

Key words: the Qinghai-Tibet Railway, sand damages, sand-control measures

中图分类号: 

  • P931.3