Please wait a minute...
img

Wechat

Adv search
JOURNAL OF DESERT RESEARCH  2014, Vol. 34 Issue (1): 42-48    DOI: 10.7522/j.issn.1000-694X.2013.00087
    
Advances in Research on the Sand Hazards and Its Controls along the Qinghai-Tibet Railway
Xie Shengbo1, Qu Jianjun1, Liu Bing1, Xu Xiangtian2
1. Key Laboratory of Desert and Desertification/Dunhuang Gobi and Desert Research Station/Gansu Center for Sand Hazard Reduction Engineering and Technology, Cold and Arid Regions Environmental and Engineering Research Institute, Chinese Academy of Sciences, Lanzhou 730000, China;
2. Transportation Institute of Inner Mongolia University, Hohhot 010070, China
Download:  PDF (2152KB) 
Export:  BibTeX | EndNote (RIS)      
Abstract  The Qinghai-Tibet Railway (QTR) is the world's highest railway across the harshest regions with frozen earth and cold deserts. Ever since it was built up, the railway has been encountering with serious sand hazards. The safe of the operation was also being continuously threatened by the big risk, thus it is in great essential to find an effective way to control the wind-blown sand hazards along the way. Due to the strong wind, rich sand materials and the influence of human activities, the sand hazards along the QTR are characterized by relatively concentrated distribution, compound erosion induced by freeze-thaw, wind and hydraulic power, constantly developing and accumulating degree, and poor stability of blown-sand activities. The sand hazards can be divided into three types such as subgrade deflation, ballast sand deposition and abrasion. There are about total 440 km of slight, moderate, and severe sand hazards sections distributed mainly at 8 sections along the QTR: Xitie Mountain, Fushaliang, Honglianghe River, Xiushuihe River-Beiluhe River, Tuotuohe River, Tongtianhe River, Zhajiazangbu River, and Cuonahu Lake. At present, the mechanical control measure is the main method used for protecting the QTR from sand hazards. Although the protection effect is obvious in the initial stages, the way was often be buried by sand sediments eventually. Therefore, we think that biological methods (such as vegetation restoration) would be better if combined with mechanical methods for controlling the wind-blown sand hazards along the QTR.
Key words:  Qinghai-Tibet Railway      sand hazards      controlling measures     
Received:  24 November 2012      Published:  20 January 2014
ZTFLH:  U216.413  

Cite this article: 

Xie Shengbo, Qu Jianjun, Liu Bing, Xu Xiangtian. Advances in Research on the Sand Hazards and Its Controls along the Qinghai-Tibet Railway. JOURNAL OF DESERT RESEARCH, 2014, 34(1): 42-48.

URL: 

http://www.desert.ac.cn/EN/10.7522/j.issn.1000-694X.2013.00087     OR     http://www.desert.ac.cn/EN/Y2014/V34/I1/42

[1] 曹玉新,李西亚,严学斌,等.青藏铁路路基沙害防治技术[J].铁道建筑技术,2003,(增刊):32-34.
[2] 曹玉新,许兰民,李亚西.青藏铁路沙害成因及对策新模式研究[M]//孙永福,谭永琏,周本宽.中国交通土建工程学术论文集.成都:西南交通大学出版社,2006:818-826.
[3] 沈渭寿,张慧,邹长新,等.青藏铁路建设对沿线高寒生态系统的影响及恢复预测方法研究[J].科学通报,2004, 49(9):909-914.
[4] 王根绪,姚进忠,郭正刚,等.人类工程活动影响下冻土生态系统的变化及其对铁路建设的启示[J].科学通报,2004,49(15):1556-1564.
[5] 孙永宁,王进昌,韩庆杰,等.青藏铁路格尔木至安多段沿线高寒植被、土壤特性与人工植被恢复研究[J].中国沙漠,2011,31(4):894-905.
[6] Yan P,Dong Z B,Dong G R,et al.Preliminary results of using 137Cs to study wind erosion in the Qinghai-Tibet Plateau[J].Journal of Arid Environments,2001,47:443-452.
[7] Zou X Y,Li S,Zhang C L,et al.Desertification and control plan in the Tibet Autonomous Region of China[J].Journal of Arid Environments,2002,51:183-198.
[8] Zhang C L,Gong J R,Zou X Y,et al.Estimates of soil movement in a study area in Gonghe Basin,north-east of Qinghai-Tibet Plateau[J].Journal of Arid Environments,2003,53:285-295.
[9] 胡光印,董治宝,逯军峰,等.长江源区沙漠化及其景观格局变化研究[J].中国沙漠,2012,32(2):314-322.
[10] 张克存,牛清河,屈建军,等.青藏铁路沱沱河路段风沙危害特征及其动力环境分析[J].中国沙漠,2010,30(5):1006-1011.
[11] 张克存,牛清河,屈建军,等.青藏铁路沱沱河路段流场特征及沙害形成机理[J].干旱区研究,2010,27(2):303-308.
[12] Liu L,Liu S H,Xu Z Y.Efficiency of wind erosion control measures at the Dk1562 section of the Qinghai-Tibet Railway[M]//Hu Y G,Huang G H,Li Z H.Principles and Practices of Desertification Control:Volume 1.Beijing:China Meteorological Press,2007:223-229.
[13] 段青龙.青藏铁路错那湖活动沙丘的形成机制及治理措施[J].岩土工程技术,2002,(6):311-314.
[14] 唐玉龙.青藏铁路西格二线新型防风固沙体系的设计研究[J].路基工程,2011,(2):60-63.
[15] 杨文宣,何炳兴.多年冻土区路基防沙屏障施工工艺[J].西部探矿工程,2006,18(4):261-262.
[16] 蔺全林.青藏线错那湖沿岸风沙的形成机制及治理措施[J].铁道勘察,2007,(3):74-76.
[17] 钱征宇.青藏铁路盐桥沙害的调查和治理方案[J].中国沙漠,1986,6(2):27-30.
[18] 孙遇祺,马骥.铁路公路沙害防治[M].北京:中国铁道出版社,1998:210-213.
[19] 于志勇.青藏线伏沙梁段风沙危害及其防治[J].中国沙漠,1997,17(2):180-184.
[20] 于云江,史培军,鲁春霞.青藏铁路客城区段风沙流特点及沙害防治措施的研究[J].自然灾害学报,2001,10(1):30-36.
[21] 张登山.青藏铁路防沙治沙措施初步探讨[C]//中国青藏高原研究会2006学术年会论文摘要汇编.2006:39.
[22] 长安,葛全胜,方修琦,等.青藏铁路旅游线气候适宜性分析[J].地理研究,2007,26:533-540.
[23] Yang M X,Yao T D,Gou X H,et al.Diurnal freeze/thaw cycles of the ground surface on the Tibetan Plateau[J].Chinese Science Bulletin,2007,52(1):136-139.
[24] 高荣,韦志刚,董文杰.青藏高原土壤冻结始日和终日的年际变化[J].冰川冻土,2003,25(1):49-54.
[25] 张瑞芳,范昊明,周丽丽,等.我国冻融区划分和分区侵蚀特征研究[J].中国水土保持科学,2009,7(2):24-28.
[26] 牛清河,屈建军,张克存,等.青藏铁路典型路段风沙灾害现状与机械防沙效益估算[J].中国沙漠,2009,29(4):596-603.
[27] 李西亚.青藏铁路沙害的成因及进一步治理[J].石家庄铁道学院学报(自然科学版),2008,21(2):70-73.
[28] 屈建军,姚正毅.青藏铁路(格拉段)沿线风沙灾害特点及应对措施[M]//王涛.中国风沙防治工程.北京:科学出版社,2011:422-465.
[29] 刘世海,冯玲正,许兆义.青藏铁路K1533路基风蚀防治措施效益研究[J].水土保持学报,2007,21(5):68-71.
[30] 刘世海,冯玲正,许兆义.青藏铁路格拉段高立式沙障防风固沙效果研究[J].铁道学报,2010,32(1):133-136.
[31] 邸耀全,张克智.中国铁路沙害及其防治[M].北京:中国环境科学出版社,1998:50-51,148-153.
[32] 邸耀全.铁路沙害分类与防治原则[J].路基工程,1996,(3):17-20.
[33] 钱征宇.中国沙漠铁路的风沙危害及其防治技术[J].中国铁路,2003,(10):24-26.
[34] 石刚强,王锡来.青藏铁路格拉段五道梁-雁石坪间线路风沙防治[J].甘肃铁道,2007,(增刊):60-67.
[35] Zhang K C,Qu J J,Liao K T,et al.Damage by wind-blown sand and its control along Qinghai-Tibet Railway in China[J].Aeolian Research,2010,1:143-146.
[36] 屈建军,李成,张建生,等.青藏铁路格拉段路基沙害与防治[J].青藏铁道,2006,1:37-42.
[37] 张克存,屈建军,牛清河,等.青藏铁路沿线阻沙栅栏防护机理及其效应分析[J].中国沙漠,2011,31(1):16-20.
[38] 薛智德,刘世海,许兆义,等.青藏铁路错那湖沿岸防风固沙工程效益[J].北京林业大学学报,2010,32(6):61-65.
[39] 姚正毅,屈建军.青藏铁路格尔木-拉萨段风成沙物源及其粒度特征[J].中国沙漠,2012,32(2):300-307.
[40] 殷代英,屈建军,韩庆杰,等.青藏铁路错那湖段风沙活动强度特征分析[J].中国沙漠,2013,33(1):9-15.
[41] 吴正.风沙地貌学与治沙工程学[M].北京:科学出版社,2003:315-347.
[42] 陈广庭.沙害防治技术[M].北京:化学工业出版社,2004:149-222.
[43] 刘贤万.实验风沙物理与风沙工程学[M].北京:科学出版社,1995:122-207.
[44] 杨印海,蒋富强,王锡来,等.青藏铁路错那湖段沙害防治措施研究[J].中国沙漠,2010,30(6):1256-1262.
[45] 刘世海,许兆义,杨成永.青藏铁路格拉段风蚀区路基风蚀防治措施效益研究[M]//青藏铁路运营管理及相关技术研讨会论文集.北京:中国科学技术出版社,2005:95-100.
[46] 唐玉龙.青藏铁路西格段戈壁风沙流防治体系研究[J].中国沙漠,2013,33(1):72-76.
[47] 冯连昌,卢继清,邸耀全.中国沙区铁路沙害防治综述[J].中国沙漠,1994,14(3):47-53.
[48] 薛春晓,程建军,蒋富强,等.青藏铁路多年冻土区段沿线生态修复新技术与实践[J].铁道建筑,2010,(9):146-148.
No Suggested Reading articles found!