Emergency Response and Back Analysis of the Failures of Earthquake Triggered Cascade Landslide Dams on the Mianyuan River, China

2018 ◽  
Vol 19 (3) ◽  
pp. 05018005 ◽  
Author(s):  
Shujing Chen ◽  
Zuyu Chen ◽  
Ran Tao ◽  
Shu Yu ◽  
Wenjie Xu ◽  
...  
2010 ◽  
Vol 5 (3) ◽  
pp. 315-323 ◽  
Author(s):  
Shin’ya Katsura ◽  
◽  
Yoko Tomita ◽  
Nobutomo Osanai ◽  
Chiaki Inaba ◽  
...  

Learning the lessons to be taught by large earthquakes of the past is one key to solving the problems of sediment-related disasters of the future, including slope failures, deep-seated landslides, and landslide dam (natural barriers formed by landslides). Our case subject is the Iwate-Miyagi Nairiku Earthquake in 2008 and the emergency response to disasters of Japan’s central government and other organizations. The earthquake occurred on 14th June 2008 and had a JMA (Japan Meteorological Agency) magnitude of 7.2 and a maximum seismic intensity of 6 upper on the JMA seismic intensity scale. The hypocenter in a mountainous area underlain by thick volcanic ejecta triggered over 3,000 slope failures, deep-seated landslides, and debris flows. The earthquake created 15 landslide dams which were expected to cause serious damage downstream if dams collapsed. Emergency measures taken included channel excavation and pumping of landslide dams. Moreover, emergency checking of potential danger sites immediately after the earthquake found 20 sites requiring emergency measures. The relationship between seismic intensity and sites of slope failure and deep-seated landslide showed that seismic intensity exceeding 5 upper caused such disasters and required emergency checking.


2021 ◽  
Vol 9 ◽  
Author(s):  
Shengyao Mei ◽  
Shengshui Chen ◽  
Qiming Zhong ◽  
Yibo Shan

Landslide dams are common geological features in mountainous areas, which may have serious consequences due to sudden breaching of the dam. An effective emergency response requires rapid and accurate forecasts regarding the landslide dam breach process. However, most existing models use physical, mechanical, and erosion properties of the mean or characteristic grain sizes to represent the landslide deposits. The grain size distribution and variations in soil erodibility with the depth in the landslide dam are not considered, resulting in an incorrect estimation of the breach flow hydrograph. In this paper, a simplified landslide dam classification is presented based on the formation mechanism and grain size distribution of landslide dams. Additionally, the influences of grain size distribution on the residual dam height and breach process of landslide dams are analyzed. This paper proposes a numerical method to rapidly obtain the breach hydrographs and breach morphology evolution of landslide dams. The new method can quickly classify landslide dams according to geological survey data and predict the landslide dam breach process. Three types of representative landslide dams in China are simulated to validate the proposed method. The breach flow discharge is significantly affected by spillway excavation. This contribution can provide rapid prediction of the landslide dam breach process and can be used for the emergency response planning before dam breaching.


ICCTP 2009 ◽  
2009 ◽  
Author(s):  
Hantao Zhao ◽  
Yunpeng Wang ◽  
Shiwu Li ◽  
Hongyan Mao

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