摘要
2009年7月1日、8月5日,受连降暴雨影响,云南墨江县某电站导流洞发生洪灾,洪水以900m3/s、1 600m3的流量相继直冲对岸泗南江乡政府驻地,导致临江岸塌岸、滑坡。本文在此就该滑坡的形成、变形特征、稳定性进行基本探讨。
The water tunnel flood disaster of a power station in Mojiang, Yunnan because of the continuous storm on Jul 1, Aug 5 in 2009. The flood flow amount 900m3/s, 1 600m3/s, successively, directly pounded Sinanjiang township government site on the opposite bank, resulted in the bank collapse, slide. In this paper, we have a basic probe into the formation, deformation feature and stability of this slide.
出处
《云南地质》
2014年第2期273-278,共6页
Yunnan Geology
关键词
次生地质灾害
滑坡
基本特征
稳定性
云南墨江
Secondary Geological Disaster
Slide
Basic Feature
Stability
Mojiang, Yunnan
