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Journal of Mountain Science

, Volume 16, Issue 1, pp 108–121 | Cite as

Formation conditions of landslide dams triggered by incision of mine waste accumulations

  • Xing-hua Zhu
  • Jian-bing PengEmail author
  • Cheng Jiang
  • Wei-long Guo
Article
  • 17 Downloads

Abstract

The erosion and delivery processes of mine waste accumulations were reproduced through flume tests under 13 different experimental condition sets. Analysis of the flume test results showed that different scale model landslides, induced by the incision of mine waste accumulations, slipped into the channel and caused complete or partial blockages, with 28 complete blockages and 122 partial blockages observed during the flume tests. The failure of these temporary landslide dams amplified the peak discharge significantly, with the amplification more obvious when caused by the failure of a complete blockage compared to a partial blockage under the same experimental conditions. In order to explore the threshold conditions of a complete blockage, a new blockage index (Ibsbs) was developed to represent the degree of blockage. It was found that the threshold value of the blockage index for a complete blockage was around Ibs=4.0. What’s more, there was a significant negative correlation between the blockage index and the amplification coefficient of peak discharge caused by the failure of a landslide dam. These preliminary results are intended to provide a scientific basis for future research on the disaster prevention and mitigation of mine waste debris flows, as the processes and mechanisms underlying the erosion and delivery of mine waste accumulations by upstream flows along a gully have not yet been clearly identified.

Keywords

Mine waste Landslide dams Complete blockage Partial blockage Blockage index 

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Notes

Acknowledgements

The authors acknowledge the financial support from the National Natural Science Foundation of China (Grant No. 41790441, 41877249 and 41402255) and Shaanxi Natural Science Foundation Project (Grant No. 2017JM4008). Finally, the authors thank Dr. MA Penghui for his kind assistance with the flume experiments.

References

  1. Brown RJ, Rogers DC (1977) A simulation of the hydraulic events during and following the Teton Dam failure. Proceedings of Dam–Break Flood Routing Model Workshop, Bethesda, Maryland, 18–20, October, 131–163.Google Scholar
  2. Canuti P, Casagli N, Ermini L (1998) Inventory of landslide dams in the Northern Apennine as a model for induced flood hazard forecasting. In: Andah, K. (Ed.), Managing Hydrogeological Disasters in a Vulnerable Environment for Sustainable Development CNR–GNDCI Publication CNRGNDCI–UNESCO (IHP), Perugia. 1900: 189–202.Google Scholar
  3. Casagli N, Ermini L (1999) Geomorphic analysis of landslide dams in the northern Apennine. Transactions of the Japanese Geomorphological Union 20(3): 219–249. https://flore.unifi.it/handle/2158/206201#.XBIVl7xOnLA Google Scholar
  4. Cenderelli DA, Kite JS (1998) Geomorphic effects of large debris flows on channel morphology at North Fork Mountain, Eastern West Virginia, USA. Earth Surface Processes and Landforms 23(1): 1–19.  https://doi.org/10.1002/(sici)1096-9837(199801)23:1<1::aidesp814>3.0.co;2-3 CrossRefGoogle Scholar
  5. Chen HY, Cui P, Zhou GD, et al. (2014) Experimental study of debris flow caused by domino failure of landslide dams. International Journal of Sediment Research 29(3): 414–422.  https://doi.org/10.1016/S1001-6279(14)60055-X CrossRefGoogle Scholar
  6. Costa JE, Schuster RL (1988) The formation and failure of natural dams. Bulletin of the Geological Society of America 100(7): 1054–1068.  https://doi.org/10.1130/0016-7606(1988)100<1054:TFAFON>2.3.CO;2 CrossRefGoogle Scholar
  7. Costa JE, Schuster RL (1991) Documented historical landslide dams from around the world. US Geological Survey Open–File Report 91–239.  https://doi.org/10.3133/ofr91239 Google Scholar
  8. Cui P, Gordon GD, Zhu XH, et al. (2013) Scale amplification of natural debris flows caused by cascading landslide dam failures. Geomorphology 182: 173–189.  https://doi.org/10.1016/j.geomorph.2012.11.009 CrossRefGoogle Scholar
  9. Cui Y, Chan D, Nouri A (2017a) Discontinuum Modeling of Solid Deformation Pore–Water Diffusion Coupling. International Journal of Geomechanics 17(8): 04017033.  https://doi.org/10.1061/(ASCE)GM.1943-5622.0000903 CrossRefGoogle Scholar
  10. Cui Y, Chan D, Nouri A (2017b) Coupling of Solid Deformation and Pore Pressure for Undrained Deformation–a discrete Element Method Approach. International Journal for Numerical and Analytical Methods in Geomechanics 41(18): 1943–1961.  https://doi.org/10.1002/nag.2708 CrossRefGoogle Scholar
  11. Cui Y, Nouri A, Chan D, et al. (2016) A new approach to the DEM simulation of sand production. Journal of Petroleum Science and Engineering 147: 56–67.  https://doi.org/10.1016/j.petrol.2016.05.007 CrossRefGoogle Scholar
  12. Deng LS, Fan W, Xiong W, et al. (2009) Development features and risk of inducing slag debris flow at Daxicha Gully. Journal of Engineering geology 17(3): 415–420. (In Chinese).  https://doi.org/10.1016/S1003-6326(09)60084-4 Google Scholar
  13. Dong JJ, Tung YH, Chen CC, et al. (2009) Discriminant analysis of the geomorphic characteristics and stability of landslide dams. Geomorphology 110(3–4): 162–171.  https://doi.org/10.1016/j.geomorph.2009.04.004 CrossRefGoogle Scholar
  14. Ermini L, Casagli N (2003) Prediction of the behavior of landslide dams using a geomorphological dimensionless index. Earth Surface Processes and Landforms 28(1): 31–47.  https://doi.org/10.1002/esp.424 CrossRefGoogle Scholar
  15. Fread DL (1977) The development and testing of a dam–break flood forecasting model, Proceedings of Dam–Break Flood Routing Model Workshop, Bethesda, Maryland, 18–20, October. 164–197.  https://doi.org/10.1117/12.871960 Google Scholar
  16. Gallino GL, Pierson TC (1984) The 1980 Polallie Creek debris flow and subsequent dam–break flood, East Fork Hood River Basin, Oregon. U.S. Geological Survey Open–File Report 84: 578.  https://doi.org/10.3133/ofr84578 Google Scholar
  17. Hu W, Xu Q, Rui C, et al. (2015) An instrumented flume to investigate the initiation mechanism of the post–earthquake huge debris flow in southwest of China. Bulletin of Engineering Geology and the Environment 74 (2): 393–404.  https://doi.org/10.1007/s10064-014-0627-3 Google Scholar
  18. Legros F (2002) The mobility of long–runout landslides. Engineering geology 63(3–4): 301–331.  https://doi.org/10.1016/S0013-7952(01)00090-4 CrossRefGoogle Scholar
  19. King J, Loveday I, Schuster RL (1989) The 1985 Bairaman landslide dam and resulting debris flow, Papua New Guinea. Quarterly Journal of Engineering Geology 22(4): 257–270.  https://doi.org/10.1144/GSL.QJEG.1989.022.04.02 CrossRefGoogle Scholar
  20. Korup O (2002) Recent research on landslide dams–a literature review with special attention to New Zealand. Progress in Physical Geography 26: 206–235.  https://doi.org/10.1191/0309133302pp333ra CrossRefGoogle Scholar
  21. Korup O (2004) Geomorphometric characteristics of New Zealand landslide dams. Engineering Geology 73: 13–35.  https://doi.org/10.1016/j.enggeo.2003.11.003 CrossRefGoogle Scholar
  22. Korup O (2005) Geomorphic hazard assessment of landslide dams in South Westland, New Zealand: fundamental problems and approaches. Geomorphology 66(1–4): 167–188.  https://doi.org/10.1016/j.geomorph.2004.09.013 CrossRefGoogle Scholar
  23. Li ZS (1995) A study on the mud rock flow disaster in 1994 in the gold mine area of Tongguan, Shaanxi. Journal of Catastrophology 10(3): 51–56. (in Chinese)Google Scholar
  24. Liu SJ, Xie H, Wei FQ, et al. (1996) A man–caused debris flow in Xiaoqinling Gold Mining region. Mountain Research, 14(4): 259–263. (In Chinese).  https://doi.org/10.16089/j.cnki.1008-2786.1996.04.011 Google Scholar
  25. Lombard RE, Miles MB, Nelson LM, et al. (1981) The impact of mudflows on May 18 on the lower Toutle and Cowlitz Rivers. The 1980 eruptions of Mount St. Helens, Washington. U.S. Geological Survey Professional Paper 1250: 693–699.Google Scholar
  26. Ponce VM, Yevjevich V (1978) Muskingum–Cunge method with variable parameters. Journal of hydraulics Division 104(12): 1663–1667.Google Scholar
  27. Straub S (1997) Predictability of long runout landslide motion: implications from granular flow mechanics. Geologische Rundschau 86(2): 415–425.  https://doi.org/10.1007/s005310050150. CrossRefGoogle Scholar
  28. Stefanelli CT, Samuele S, Casagli N, et al. (2016) Geomorphic indexing of landslide dams evolution. Engineering Geology 208: 1–10.  https://doi.org/10.1016/j.enggeo.2016.04.024. CrossRefGoogle Scholar
  29. Schuster RL (2000) Outburst debris flows from failure of natural dams. Proceedings 2nd International Conference on Debris Flow Hazard Mitigation. 16–20, August, Taipei, 29–42.Google Scholar
  30. Singh VP, Scarlatos PD, Jourdan MR, et al. (1986) Simulation aspects of earth dam failures. In G A Keramides and Brebbia (eds), Computational Methods and Experimental Measurements, Springer–Verlag, New York. 263–273.Google Scholar
  31. Sklar L, Dietrich WE (1998). River longitudinal profiles and bedrock incision models: stream power and the influence of sediment supply. In: Tinkler KJ, Wohl EE (Eds.), Rivers Over Rock. Fluvial Processes in Bedrock Channels. Washington D.C. 237–260.  https://doi.org/10.1029/GM107p0237.
  32. Swanson FJ, Oyagi N, Tominaga M (1986) Landslide dam in Japan. In: Schuster, R.L.(Ed.), Landslide Dam: Processes Risk and Mitigation. American Society of Civil Engineers. Geotechnical Special Publication 3: 131–145.Google Scholar
  33. Zhou GD, Cui P, Chen HY, et al. (2013) Experimental study on cascading landslide dam failures by upstream flows. Landslides 10: 633–643.  https://doi.org/10.1007/s10346-012-0352-6 CrossRefGoogle Scholar

Copyright information

© Science Press, Institute of Mountain Hazards and Environment, CAS and Springer-Verlag GmbH Germany, part of Springer Nature 2019

Authors and Affiliations

  1. 1.College of Geological Engineering and SurveyingChang’an UniversityXi’anChina
  2. 2.Key Laboratory of Western China Mineral Resources and Geological EngineeringChang’an UniversityXi’anChina
  3. 3.School of Environmental Science and EngineeringChang’an UniversityXi’anChina

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