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Journal of Mountain Science

, Volume 11, Issue 2, pp 360–370 | Cite as

Rapid geometry analysis for earthquake-induced and rainfall-induced landslide dams in Taiwan

  • Kun-Ting Chen
  • Yu-Shu KuoEmail author
  • Chjeng-Lun Shieh
Article

Abstract

Stability analysis of the dam is important for disaster prevention and reduction. The dam’s geometry plays an important role in understanding its stability. This study develops a rapid landslide dam geometry assessment method for both earthquake-induced and rainfall-induced landslide dams based on nine real cases collected in Chinese Taipei and 214 cases collected worldwide. For simplification purposes, a landslide dam is classified into triangular or trapezoidal. The rapid landslide dam geometry assessment method in this paper uses only satellite maps and the topographic maps to get landslide area, and then analyze the dam geometry. These maps are used to evaluate the area of the landslide and the slope of the river bed. Based on the evaluation information, the proposed method can calculate dam height, the length of the dam, and the angles of the dam in both upstream and downstream directions. These geometry parameters of a landslide dam provide important information for further dam stability analysis. The proposed methodology is applied to a real landslide dam case at Hsiaolin Village. The result shows that the proposed method can be used to assess the landslide dam geometry.

Keywords

Landslide dam Dam geometry Dam stability analysis 

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References

  1. Blikra LH, Nemec W (1998) Postglacial colluvium in Western Norway: depositional processes, facies and palaeoclimatic record. Sedimentology 45(5): 909–959. DOI: 10.1046/j.1365-3091.1998.00200.xCrossRefGoogle Scholar
  2. Central Geological Survey, MOEA (2011) Geologic Investigation and Database Construction for Upstream Watershed of Floodprone Areas. Ministry of Economic Affairs, Central Geological Survey, Taipei, Taiwan. (In Chinese)Google Scholar
  3. Chai HJ, Liu HC, Zhang ZY, Xu ZW (2000) The distribution, causes and effects of damming landslides in China. Journal of Chengdu University of Technology 27(3): 303–308.Google Scholar
  4. Chen H, Lee CF (2003) A dynamic model for rainfall-induced landslides on natural slopes. Geomorphology 51: 269–288. DOI: 10.1016/S0169-555X(02)00224-6CrossRefGoogle Scholar
  5. Chen KT, Tsang YC, Kuo YS, et al. (2010) Case analysis of landslide dam formation by Typhoon Morakot. Journal of the Taiwan Disaster Prevention Society 2(1): 66–67. (In Chinese)Google Scholar
  6. Chen SC (1999) Failure mechanism and disaster mitigation on landslide-dammed lakes. Journal of Chinese Soil and Water Conservation 30(4): 299–311. (In Chinese)Google Scholar
  7. Chen TC, Wang HY, Hsu JL, Shu CY (2005) The landslide dam of the Zhiben river in Taitung. Sino-Geotechnics 106: 87–92. (In Chinese)Google Scholar
  8. Chen TC, Wang SM, Chen SC, et al. (2008) Characteristics of dammed lakes in Taiwan. Journal of the Taiwan Society of Public Works 4(2): 1–8. (In Chinese)Google Scholar
  9. Chen YS, Kuo YS, Lai WC, et al. (2011) Reflection of Typhoon Morakot-The challenge of compound disaster simulation. Journal of Mountain Science 8(4): 571–581. DOI: 10.1007/s11629-011-2132-5CrossRefGoogle Scholar
  10. Costa JE, Schuster RL (1988) The formation and failure of natural dams. Geological Society of America Bulletin 100: 1054–1068. DOI: 10.1130/0016-7606(1988)100〈1054:TFAF ON〉2.3.CO;2CrossRefGoogle Scholar
  11. Cui P, Chen XQ, Zhu YY, et al. (2011) The Wenchuan Earthquake (May 12, 2008), Sichuan Province, China, and resulting geohazards. Natural Hazards 56: 19–36. DOI: 10.1007/s11069-009-9392-1CrossRefGoogle Scholar
  12. Cui P, Zhu YY, Han YS, et al. (2009) The 12 May Wenchuan earthquake-induced landslide lakes: distribution and preliminary risk evaluation. Landslides 6: 209–223. DOI: 10.1007/s10346-009-0160-9CrossRefGoogle Scholar
  13. Dong JJ, Tung YH, Chen CC, et al. (2009) Discriminant analysis of the geomorphic characteristics and stability of landslide dams. Geomorphology 110: 162–171. DOI: 10.1016/j.geomorph.2009.04.004CrossRefGoogle Scholar
  14. Dong JJ, Tung YH, Chen CC, et al. (2011) Logistic regression model for predicting the failure probability of a landslide dam. Engineering Geology 117: 52–61. DOI: 10.1016/j.enggeo.2010.10.004CrossRefGoogle Scholar
  15. Duman TY (2009) The largest landslide dam in Turkey: Tortum landslide. Engineering Geology 104: 66–79. DOI: 10.1016/j.enggeo.2008.08.006CrossRefGoogle Scholar
  16. Ermini L, Casagli N (2003) Prediction of the behaviour of landslide dams using a geomorphological dimensionless index. Earth Surface Processes and Landforms 28(1): 31–47. DOI: 10.1002/esp.424CrossRefGoogle Scholar
  17. Evans SG, Hermanns RL, Strom A, Scarascia-Mugnozza G (2011) Natural and artificial rockslide dams. Lecture Notes in the Earth Sciences, Springer, Heidelburg.CrossRefGoogle Scholar
  18. Evans SG, Hungr O (1993) The assessment of Rockfall hazard at the base of talus slopes. Canadian Geotechnical Journal 30: 620–636. DOI: 10.1139/t93-054CrossRefGoogle Scholar
  19. Forestry Bureau, Council of Agriculture, Executive Yuan (2009) Study on the Disaster Mitigation Strategies for Landslide Dam of Mugua River. Hualien Forest District Office, Hualien, Taiwan. (In Chinese)Google Scholar
  20. Forestry Bureau, Council of Agriculture, Executive Yuan (2011) Establishment of the Disaster Prevention Monitoring System of Landslide Dam Lake in National Forest Land. Forestry Bureau, Taipei, Taiwan. (In Chinese)Google Scholar
  21. Guzzetti F, Ardizzone F, Cardinali M, Rossi M, Valigi D (2009) Landslide volumes and landslide mobilization rates in Umbria, central Italy. Earth and Planetary Science Letters 279: 222–229. DOI: 10.1016/j.epsl.2009.01.005CrossRefGoogle Scholar
  22. Holtz RD, Kovacs WD, Sheahan TC (2010) An Introduction to Geotechnical Engineering. 2nd Edition, Pearson Prentice Hall, Upper Saddle River, New Jersey.Google Scholar
  23. Hungr O (1995) A model for the runout analysis of rapid flow slides, debris flows and avalanches. Canadian Geotechnical Journal 32: 610–623. DOI: 10.1139/t95-063CrossRefGoogle Scholar
  24. Jian TY (1978) The disposal process of landslide dam of the Liwu river in Hualien. Taipower Monthly 359: 56–66. (In Chinese)Google Scholar
  25. Korup O (2002) Recent research on landslide dams — a literature review with special attention to New Zealand. Progress in Physical Geography 26: 206–235. DOI: 10.1191/0309133302pp333raCrossRefGoogle Scholar
  26. Korup O (2004) Geomorphometric characteristics of New Zealand landslide dams. Engineering Geology 73: 13–35. DOI: 10.1016/j.enggeo.2003.11.003CrossRefGoogle Scholar
  27. Kuo YS, Tsai YJ, Chen YS, et al. (2013) Movement of deepseated rainfall-induced landslide at Hsiaolin Village during Typhoon Morakot. Landslides 10: 191–202. DOI: 10.1007/s10346-012-0315-yCrossRefGoogle Scholar
  28. Kuo YS, Tsang YC, Chen KT, Shieh CL (2011) Analysis of landslide dam geometries. Journal of Mountain Science 8(4): 544–550. DOI: 10.1007/s11629-011-2128-1CrossRefGoogle Scholar
  29. Larsen IJ, Montgomery DR, Korup O (2010) Landslide erosion controlled by hillslope material. Nature Geoscience 3: 247–251. DOI: 10.1038/ngeo776CrossRefGoogle Scholar
  30. Li MH, Sung RT, Dong JJ, et al. (2011) The formation and breaching of a short-lived landslide dam at Hsiaolin Village, Taiwan — Part II: Simulation of debris flow with landslide dam breach. Engineering Geology 123: 60–71. DOI: 10.1016/j.enggeo.2011.05.002CrossRefGoogle Scholar
  31. Lo CM, Lin ML, Tang CL, Hu JC (2011) A kinematic model of the Hsiaolin landslide calibrated to the morphology of the landslide deposit. Engineering Geology 123: 22–39. DOI: 10.1016/j.enggeo.2011.07.002CrossRefGoogle Scholar
  32. Nash T, Bell D, Davies T, Nathan S (2008) Analysis of the formation and failure of Ram Creek landslide dam, South Island, New Zealand. New Zealand Journal of Geology and Geophysics 51: 187–193. DOI:10.1080/00288300809509859CrossRefGoogle Scholar
  33. Nemec W, Kazanci N (1999) Quaternary colluvium in westcentral Anatolia: sedimentary facies and palaeoclimatic significance. Sedimentology 46(1): 139–170. DOI: 10.1046/j.1365-3091.1999.00210.xCrossRefGoogle Scholar
  34. Peng M, Zhang LM (2012) Breaching parameters of landslide dams. Landslides 9: 13–31. DOI: 10.1007/s10346-011-0271-yCrossRefGoogle Scholar
  35. Robert L, Schuster RL (1986) Landslide Dams: Processes Risk and Mitigation. American Society of Civil Engineers, Geotechnical Special Publication 3, New York, USA. Soil and Water Conservation Bureau, Council of Agriculture, ExecutiveGoogle Scholar
  36. Yuan (2011) Compound disaster investigations, analyses and scenario simulations. Soil and Water Conservation Bureau, Nantou, Taiwan. (In Chinese)Google Scholar
  37. Song YH (2011) Formation and stability of the Sky Pond landslide dam, China. Advanced Materials Research 243–249: 3189–3200. DOI: 10.4028/www.scientific.net/AMR.243-249.3189CrossRefGoogle Scholar
  38. Tabata S, Mizuyama T, Inoue K (2002) Natural Landslide Dams Hazards. Kokonshoin, Tokyo. (In Japanese)Google Scholar
  39. Takahashi T, Kuang SF (1988) Hydrograph prediction of debris flow due to failure of landslide dam. Annuals of Disaster Prevention Research Institute 31B-2: 601–615. (In Japanese)Google Scholar
  40. Water Resources Agency, MOEA (2002) Study on the disaster mitigation strategies for landslide dams. Water Resources Planning Institute, Taichung, Taiwan. (In Chinese)Google Scholar
  41. Water Resources Agency, MOEA (2010) Disaster prevention operations manual of landslide dam lakes (version of emergency). Water Resources Planning Institute, Taichung, Taiwan. (In Chinese)Google Scholar
  42. Xu Q, Fan XM, Huang RQ, Westen CV (2009) Landslide dams triggered by the Wenchuan Earthquake, Sichuan Province, south west China. Bulletin of Engineering Geology and the Environment 68: 373–386. DOI: 10.1007/s10064-009-0214-1CrossRefGoogle Scholar

Copyright information

© Science Press, Institute of Mountain Hazards and Environment, CAS and Springer-Verlag Berlin Heidelberg 2014

Authors and Affiliations

  1. 1.Department of Hydraulic and Ocean EngineeringNational Cheng-Kung UniversityTainanChinese Taipei

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