Mass movement and formation process analysis of the two sequential landslide dam events in Jinsha River, Southwest China

Landslides ◽  
2019 ◽  
Vol 16 (11) ◽  
pp. 2247-2258 ◽  
Author(s):  
Hai-bo Li ◽  
Shun-chao Qi ◽  
Hao Chen ◽  
Hai-mei Liao ◽  
Yi-fei Cui ◽  
...  
Author(s):  
Leijin Long ◽  
Feng He ◽  
Hongjiang Liu

AbstractIn order to monitor the high-level landslides frequently occurring in Jinsha River area of Southwest China, and protect the lives and property safety of people in mountainous areas, the data of satellite remote sensing images are combined with various factors inducing landslides and transformed into landslide influence factors, which provides data basis for the establishment of landslide detection model. Then, based on the deep belief networks (DBN) and convolutional neural network (CNN) algorithm, two landslide detection models DBN and convolutional neural-deep belief network (CDN) are established to monitor the high-level landslide in Jinsha River. The influence of the model parameters on the landslide detection results is analyzed, and the accuracy of DBN and CDN models in dealing with actual landslide problems is compared. The results show that when the number of neurons in the DBN is 100, the overall error is the minimum, and when the number of learning layers is 3, the classification error is the minimum. The detection accuracy of DBN and CDN is 97.56% and 97.63%, respectively, which indicates that both DBN and CDN models are feasible in dealing with landslides from remote sensing images. This exploration provides a reference for the study of high-level landslide disasters in Jinsha River.


2018 ◽  
Vol 18 (7) ◽  
pp. 1867-1890 ◽  
Author(s):  
Léonidas Nibigira ◽  
Hans-Balder Havenith ◽  
Pierre Archambeau ◽  
Benjamin Dewals

Abstract. This paper investigates the possible formation of a landslide dam on the Kanyosha River near Bujumbura, the capital of Burundi, as well as the interplay between the breaching of this landslide dam and the flooding along the river. We present an end-to-end analysis, ranging from the origin of the landslide up to the computation of flood waves induced by the dam breaching. The study includes three main steps. First, the mass movement site was investigated with various geophysical methods that allowed us to build a general 3-D model and detailed 2-D sections of the landslide. Second, this model was used for dynamic landslide process modelling with the Universal Distinct Element Code. The results showed that a 15 m high landslide dam may form on the river. Finally, a 2-D hydraulic model was set up to find out the consequences of the breaching of the landslide dam on flooding along the river, especially in an urban area located downstream. Based on 2-D maps of maximum water depth, flow velocity and wave propagation time, the results highlight that neglecting the influence of such landslide dams leads to substantial underestimation of flood intensity in the downstream area.


2018 ◽  
Vol 34 (3) ◽  
pp. 774-776 ◽  
Author(s):  
K. Shao ◽  
Y. F. Que ◽  
M. H. Xiong ◽  
W. T. Li ◽  
D. Yu ◽  
...  

2019 ◽  
Vol 52 (11) ◽  
pp. 4439-4455 ◽  
Author(s):  
Yibing Ning ◽  
Guangcheng Zhang ◽  
Huiming Tang ◽  
Wenchao Shen ◽  
Peiwu Shen

2017 ◽  
Author(s):  
Léonidas Nibigira ◽  
Hans-Balder Havenith ◽  
Pierre Archambeau ◽  
Benjamin Dewals

Abstract. This paper investigated the possible formation of a landslide dam on the Kanyosha River near Bujumbura, the capital of Burundi, as well as the interplay between the breaching of this landslide dam and the flooding along the river. We present an end-to-end analysis, ranging from the origin of the landslide up to the computation of flood waves induced by the dam breaching. The study includes three main steps. First, the mass movement site was investigated with various geophysical methods that allowed us to build a general 3D model and detailed 2D sections of the landslide. Second, this model was used for dynamic landslide process modelling with the Universal Distinct Element Code. The results showed that a fifteen-meter-high landslide dam may form on the river. Finally, a 2D hydraulic model was setup to find out the consequences of the breaching of the landslide dam on flooding along the river, especially in an urban area located downstream. Based on 2D maps of maximum water depth, flow velocity and wave propagation time, the results highlight that neglecting the influence of such landslide dams leads to substantial underestimation of flood hazard in the downstream area.


2010 ◽  
Vol 5 (3) ◽  
pp. 227-228
Author(s):  
Syunsuke Ikeda ◽  
Shinji Egashira ◽  
Takahisa Mizuyama

Sediment induced disasters have been studied in a wide variety of research fields ranging from social to natural science, with many interesting results. This special issue provides engineers and scientists with an opportunity to share knowledge and experience in engineering research concerning mass sediment movement and related disasters. To clarify this issue’s objectives and encourage submissions, topics have been discussed based on the needs, activities, and possible contributors classified into four categories: 1) Results based on field and literature surveys and data analysis for catastrophic, recent and historical mass movement, and corresponding disaster events. 2) Results based on field surveys and data analysis for recent usual mass movement events and corresponding disasters resulting from rainfall, earthquakes, volcanic activity, and glacier lakes and natural landslide dam events. 3) Mechanics and numerical modeling for mass movement. 4) Measures against sediment-induced and similar disasters. Last August, we began inviting submissions on these themes just as Typhoon Morakot slowly crossed Taiwan, causing historically significant rainfall events in southern Taiwan involving numerous landslides and debris flows and precipitated casualties, landscape changes, channel bed variations, etc., similar to the catastrophic sediment events occurring in Venezuela in 1999. Two papers describe what happened in Taiwan and Venezuela, providing advice on possible measures against such abnormal catastrophes. Three contributions describe historical catastrophes involving mountain collapse based on analysis of the literature, topography and field surveys, and numerical models. A total of 11 papers have been submitted, 4 of which concern applicability of constitutive equations for debris flow, numerical models for landslide occurrence due to rain fall and flood processes due to rapid landslide dam erosion, and sediment issues resulting from glacier lake outburst flooding. Two submissions focus on corrective measures. All papers have been reviewed, revised, and accepted for publications, and we believe this special issue will stimulate future studies and prove useful in practical and scientific fields. We heartily thank all of the authors undergoing the review process, and express our sincere appreciation to the distinguished reviewers, without whose invaluable aid this issue would not have been possible.


Sign in / Sign up

Export Citation Format

Share Document