摘要
气候变暖会加剧青藏工程走廊多年冻土区融沉灾害的发生,威胁重大工程的安全运营.选取冻土体积含冰量和活动层厚度变化量为指标,借助ArcGIS软件,采用融沉指数模型对青藏工程走廊融沉灾害做出了区划.结果表明:在未来50 a,青藏工程走廊内融沉灾害在A1B和A2情景下主要为中高风险性,在B1情景下主要为中低风险性.高风险区主要分布在楚玛尔河高平原、五道梁和开心岭等高温高含冰量冻土区.
Climate warming could aggravate the frequency of thaw settlement hazards along the Qinghai-Tibet Engineering Corridor (QTEC), and bring negative impacts on the infrastructures. In this paper, the volumetric ice content and the change of active-layer thickness are taken as indexes and applied to the thaw settlement model supported by ArcGIS software to zone the thaw-settlement hazards along QTEC. The results show that in the next 50 years the thaw settlement hazards along QTEC will be moderate and high-risk categories under A1B and A2 scenarios, but low and moderate risk categories under B1 scenario. High-risk areas mainly distribute in warm and ice-rich permafrost regions, such as Chumarhe high nlain. Wudaoliang and Kaixinling regions.
出处
《冰川冻土》
CSCD
北大核心
2014年第4期811-817,共7页
Journal of Glaciology and Geocryology
基金
国家重点基础研究发展计划(973计划)项目(2012CB026106)
国家电网公司科技项目(SGJSJ20100935-936)资助
关键词
青藏工程走廊
多年冻土
融沉灾害
灾害区划
Qinghai-Tibet Engineering Corridor (QTEC)
permafrost
thaw settlement hazards
division ofhazards