Deriving landslide dam geometry from remote sensing images for the rapid assessment of critical parameters related to dam-breach hazards

被引:53
作者
Dong, Jia-Jyun [1 ]
Lai, Po-Jung [1 ]
Chang, Chung-Pai [2 ]
Yang, Sheng-Hsueh [3 ]
Yeh, Keh-Chia [3 ]
Liao, Jyh-Jong [3 ]
Pan, Yii-Wen [3 ]
机构
[1] Natl Cent Univ, Grad Inst Appl Geol, Tao Yuan 32001, Taiwan
[2] Natl Cent Univ, Ctr Space & Remote Sensing Res, Tao Yuan 32001, Taiwan
[3] Natl Chiao Tung Univ, Disaster Prevent & Water Environm Res Ctr, Hsinchu, Taiwan
关键词
Landslide dam; Hazards; Remote sensing image; Digital terrain model; WENCHUAN EARTHQUAKE; HSIAOLIN VILLAGE; NEW-ZEALAND; FAILURE; TAIWAN;
D O I
10.1007/s10346-012-0375-z
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Dam-breaches that cause outburst floods may induce downstream hazards. Because landslide dams can breach soon after they are formed, it is critical to assess the stability quickly to enable prompt action. However, dam geometry, an essential component of hazard evaluation, is not available in most cases. Our research proposes a procedure that utilizes post-landslide orthorectified remote sensing images and the pre-landslide Digital Terrain Model in the Geographic Information System to estimate the geometry of a particular dam. The procedure includes the following three modules: (1) the selection of the reference points on the dam and lake boundaries, (2) the interpolation of the dam-crest elevation, and (3) the estimation of dam-geometry parameters (i.e., the height, length, and width), the catchment area, the volumes of barrier lake and landslides dam. This procedure is demonstrated through a case study of the Namasha Landslide Dam in Taiwan. It was shown the dam-surface elevation estimated from the proposed procedure can approximate the elevation derived from profile leveling after the formation of the landslide dam. Thus, it is feasible to assess the critical parameters required for the landslide dam hazard assessment rapidly once the ortho-photo data are available. The proposed procedure is useful for quick and efficient decision making regarding hazard mitigation.
引用
收藏
页码:93 / 105
页数:13
相关论文
共 29 条
[1]   Post-seismic surface processes in the Jiufengershan landslide area, 1999 Chi-Chi earthquake epicentral zone, Taiwan [J].
Chang, Kuo-Jen ;
Taboada, Alfredo ;
Chan, Yu-Chang ;
Dominguez, Stephane .
ENGINEERING GEOLOGY, 2006, 86 (2-3) :102-117
[2]   Adaptive Patch Projection forthe generation of orthophotos from satellite images [J].
Chen, LC ;
Teo, TA ;
Rau, JY .
PHOTOGRAMMETRIC ENGINEERING AND REMOTE SENSING, 2005, 71 (11) :1321-1327
[3]   Topographical changes revealed by high-resolution airborne LiDAR data: The 1999 Tsaoling landslide induced by the Chi-Chi earthquake [J].
Chen, Rou-Fei ;
Chang, Kuo-Jen ;
Angelier, Jacques ;
Chan, Yu-Chang ;
Deffontaines, Benoit ;
Lee, Chyl-Tyi ;
Lin, Ming-Lang .
ENGINEERING GEOLOGY, 2006, 88 (3-4) :160-172
[4]  
Chen SC, 2009, SINO GEOTECHNICS, V122, P77
[5]  
Costa J., 1985, Open-File Report, DOI DOI 10.3133/OFR85560
[6]  
COSTA JE, 1988, GEOL SOC AM BULL, V100, P1054, DOI 10.1130/0016-7606(1988)100<1054:TFAFON>2.3.CO
[7]  
2
[8]  
Creager WP, 1950, ENG DAMS
[9]   The 12 May Wenchuan earthquake-induced landslide lakes: distribution and preliminary risk evaluation [J].
Cui, Peng ;
Zhu, Ying-yan ;
Han, Yong-shun ;
Chen, Xiao-qing ;
Zhuang, Jian-qi .
LANDSLIDES, 2009, 6 (03) :209-223
[10]   The formation and breach of a short-lived landslide dam at Hsiaolin village, Taiwan - part I: Post-event reconstruction of dam geometry [J].
Dong, Jia-Jyun ;
Li, Yun-Shan ;
Kuo, Chyh-Yu ;
Sung, Rui-Tang ;
Li, Ming-Hsu ;
Lee, Chyi-Tyi ;
Chen, Chien-Chih ;
Lee, Wang-Ru .
ENGINEERING GEOLOGY, 2011, 123 (1-2) :40-59