River Dynamics and Integrated River Management pp 193-264 | Cite as
Debris Flows and Landslides
Abstract
A landslide is a mass movement occurring on steep slopes under the action of gravity. Debris flow is a distinct type of mass movement commonly triggered by intense rainfall and/or melting snow on steep hill slopes. It differs from landslide in its “flowing” feature. Flow means relative movement in numerous layers of the medium, whereas a slide occurs only along one or several interfaces or beds. The main causes of landslides and avalanches are earthquakes and rainstorms. Disaster chains are initiated by landslides and avalanches. Great landslides resulted in barrier lakes. The stability of a landslide dam depends on the development degree of the step-pool system in the spillway channel on the landslide dam and the highest stream power of flow. Preserved landslide dams may develop into a knickpoint and become a key factor for river pattern establishment and river stability.
Debris flows have buried towns, villages, highways, railways, and farmland, broken bridges and dammed rivers; caused casualties and impaired habitats. Debris flow is extremely unsteady, which is initiated on steep slopes, flows down gullies, and deposits at the mouth of debris flow gullies. Debris flows are classified into pseudo-one-phase debris flows and two-phase debris flows. There is no obvious relative movement between the solid particles and liquid in pseudo-one-phase flow and there is relative movement between the solid phase and liquid phase in two phase debris flow. Pseudo-one-phase debris flows are very non-Newtonian and are characterized by the striking phenomena of intermittent flow, the “bed-paving process,” low resistance and drag reduction, extremely high super-elevation at bends, and well-mixed deposit materials. Two-phase debris flows are composed of stones and gravel as the solid phase and the fluid mixture of water and low concentrations of clay and sand as the liquid phase. They exhibit high, steep heads consisting of rolling, colliding, large gravel, which distinguishes two-phase debris flows from a normal torrential flood. The liquid phase is mostly Newtonian.
Debris flows and landslides are serious challenges in management of mountain rivers. However, they are especially disastrous in China and Japan where the high population and high percentage of mountainous land result in a dangerous mixture. This chapter focuses on the description of the basic characteristics, consequences, and control strategies of debris flows and landslides.
Key words
Landslide Disaster chains Landslide dam Barrier lake Debris flow control strategies Hazard mitigationPreview
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References
- Bagnold R.A., 1954. Experiments on a gravity free dispersion of large solid spheres in a Newtonian fluid under shear. Proceedings of the Royal Societyof London, Series A, Mathematical and Physical Sciences, 225(1160), 49–63CrossRefGoogle Scholar
- Bagnold R.A., 1956. The flow of cohesionless grains in fluids. Philosophical Transactions of the Royal Society of London, Series A, 249 (964), 235–297CrossRefGoogle Scholar
- Becker J.S., Johnston D.M., Paton D., Hancox G.T., Davies T.R., McSaveney M.J. and Manville V.R., 2007. Response to landslide dam failure emergencies: Issues resulting from the October 1999 Mount Adams landslide and dam-break flood in the Poerua River. Westland, New Zealand. Natural Hazards Review, 8(2), 35–42CrossRefGoogle Scholar
- Browning J.M., 1973. Catastrophic rock slide in Mount Huascaran North-Central Peru, May 31, 1970. The American Association of Petroleum Geologists Bull, 57(7), 1335–1341Google Scholar
- Chanson H., 1994. Drag reduction in open channel flow by aeration and suspended load. Journal of Hydraulic Research. 32(1), 87–101CrossRefGoogle Scholar
- Chen C.L., 1988. Generalized viscoplastic modeling of debris flow. Journal of Hydraulic Engineering, 114, 237–258CrossRefGoogle Scholar
- Chen J., 1985. A Preliminary analysis of the relation between debris flow and rainstorm at the Jiangjia Gully of Dongchuan in Yunnan. Memoirs of Lanzhou Institute of Glaciology and Cryopedology, Chinese Academy of Sciences, 4, 88–96Google Scholar
- Chen N.S., Cao Y.C. and Li D.F., 2004. Conflux process analysis of disastrous debris flow in the Qiongshan Racine Gully, Danba County, Sichuan Province. Journal of Natural Disasters 13(3), 104–108Google Scholar
- Costa J.E., and Schuster R.L., 1988. The formation and failure of natural dams. Geological Society America Bulletin, 100, 1054–1068CrossRefGoogle Scholar
- Crozier M.J. and Pillans B.J., 1991. Geomorphic events and landform response in south-eastern Taranaki, New Zealand. Catena, 18, 471–487CrossRefGoogle Scholar
- Cui P., Chen X.Q., Zhu Y.Y., Su F.H., Wei F.Q., Han Y.S., Liu H.J. and Zhuang J.Q., 2009. The Wenchuan Earthquake (May 12, 2008), Sichuan Province, China, and resulting geohazards. Natural Hazards (in Chinese)Google Scholar
- Deng Y., 1985. A preliminary approach to the geologic and geomorphologic effect of debris flow. Memoirs of Lanzhou Institute of Glaciology and Cryopedology, 4, 241–250Google Scholar
- Gaziev E., 1984. Study of the Usoi landslide in Pamir, procedings 4thIntornational Symposium. on Landslides, Toronto, 1, 511–514Google Scholar
- Geli L., Bard P.Y. and Jullien B., 1988. The effect of topography on earthquake ground motion: A review and new results. Bulletin of the Seismological Society of America, 78, 42–63Google Scholar
- Hancox G.T., Perrin N.D. and Dellow G.D., 1997. Earthquake induced landsliding in New Zealand and implications for MM intensity and seismic hazard assessment. Client Rep of. No. 43601B. Institute of Geological and Nuclear Sciences, Wellington, New ZealandGoogle Scholar
- He Y.P., Sun E.Z. and You Y., 2003. Monitoring of sedimentation and erosion of the Jiangjia Ravine. Study report for the key NSFC and research project, No. 49831010 (in Chinese)Google Scholar
- Hegan B.D., Johnson J.D., Stevens C., 2001. Landslide risk from the Hipaua Geothermal Area near Waihi Village at the southern end of Lake Taupo. Engineering in Hazardous Terrain, Proceedings, New Zealand Geotechnical Society Symposium, Christchurch, 439–448Google Scholar
- HLIG (Hubei Landslide Investigation Group), 1985. Prediction of the Xintan landslide. Bulletin of Soil and Water Conservation, 5, 1–8Google Scholar
- Hovius N. and Stark C.P., 2006. Landslides from massive rock slope failure. The Netherlands, SpringerGoogle Scholar
- IGNS (Institute for Geological and Nuclear Sciences), (eds.), 2003. GeoNet News, 2, Lower Hutt, 8Google Scholar
- Iverson R.M. and Denlinger R.P., 1987. The physics of debris flows-a conceptual assessment. Beschta R.L. et al. (ed.), Erosion and Sedimentation in the Pacific Rim, IAHS Publication, 165, 155–165Google Scholar
- Iverson R.M. and Denlinger R.P., 1993. The physics of debris flow-A conceptual assessment, In Beschita et al. (edit): Erosion and Sedimentation in the Pacific Rim, IAHS Publication, 165, 155–165Google Scholar
- Johnson A., 1970. Physical processes in geology. California, USA. Freeman Cooper & CompanyGoogle Scholar
- Johnson A.M. and Rohm P.H., 1970. Mobilization of debris flows: Zeitschrift fur Geomorphologie Supplementband, 9, 168–186Google Scholar
- Julien P.Y. and Lan Y., 1991. Rheology of hyperconcentrations. Journal of Hydraulic Engineering, 117, (3) 346–353CrossRefGoogle Scholar
- Julien P.Y. and Lan Y., 1991. Rheology of hyperconcentrations. Journal of Hydraulic Engineering, 107, 346–353CrossRefGoogle Scholar
- Kang Z.C., 1985a. A velocity analysis of viscous debris flow at Jiangjia Gully of Dongchuan in Yunnan. Memoirs of Lanzhou Ins. of Gla. and Cryo, 4 (in Chinese)Google Scholar
- Kang Z.C., 1985b. Characteristics of the flow patterns of debris flow at Jiangjia Gully in Yunnan. Memoirs of Lanzhou Institute of Glaciology and Cryopedology, 4, 97–100 (in Chinese)Google Scholar
- Kang Z.C., 1996. Debris Flow Fazards and Their Control in China. Science Press of China, Beijing (in Chinese)Google Scholar
- Kang Z.C., Lee C.F., Ma A.N. and Ruo J.T., 2004. Debris flow studis in China. China Science Press, Beijing (in Chinese)Google Scholar
- Koi T., Hotta N., Ishigaki I. and Matuzaki N., 2008. Prolonged impact of earthquake induced landslides on sediment yield in a mountain watershed: The Tanzawa region, Japan. Geomorphology, 101, 692–702CrossRefGoogle Scholar
- Korup O., 2004a. Landslide-induced river channel avulsions in mountain catchments of southwest New Zealand. Geomorphology, 63, 57–80CrossRefGoogle Scholar
- Korup O., 2004b. Geomorphometric characteristics of New Zealand landslide dams, Engineering Geology, 73, 13–35CrossRefGoogle Scholar
- Korup O., Strom A. and Weidinger J., 2006. Fluvial response to large rock-slope failures: Examples from the Himalayas, the Tien shan, and the southern Alps in New Zealand. Geomorphology, 78(1–2), 3–21CrossRefGoogle Scholar
- Li H. and DengY., 1985. Distribution and deposit features of debris flow in China. Memoirs of Lanzhou Institute of Glaciology and Cryopedology, 4, 251–255Google Scholar
- Li Y.F., Wang Z.Y., Shi W.J. and Wang X.Z., 2010. Slope debris flows in the Wenchuan Earthquake area. submitted to the Journal of Mountain ScienceGoogle Scholar
- Lin J.C., Jen C.H., Petley D.N., Rossen N.J. and Dunning S.A., 2005. On the response of the fluvial system to extensive earthquake-triggered landslides. Geophysical Research Abstracts, Vol. 7Google Scholar
- Lin W.T., Lin C.Y., Tsai J.S. and Huang P.H., 2008, Eco-environmental changes assessment at the Chiufenershan landslide area caused by catastrophic earthquake in Central Taiwan. Ecological Engineering, 33(3–4), 220–232CrossRefGoogle Scholar
- Liu H.X., 2009. Research on the distribution of streambed structures and their influence on fluvial morphology. Tsinghua University, PhD dissertation, 136 (in Chinese)Google Scholar
- Malamud B. D., Turcotte D.L., Guzetti F. and Reichenbach P., 2004. Landslides, earthquakes and erosion. Earth and Planetary Science Letters, 229, 45–59CrossRefGoogle Scholar
- Maxwell A.R. and Papanicolau A.N., 2001. Step-pool morphology in high-gradient streams. International Journal of Sediment Research, 16, 380–390Google Scholar
- McTigue D.F., 1982. A nonlinear constitutive model for granular material. Journal of Applied Mechanics, Transactions, ASME, 49(6), 291–296CrossRefGoogle Scholar
- Miyazawa N., 1998. Flow behavior of head of stone debris flow on unsaturated erodible bed, river sedimentation-theory and application, Jayawadena A.W., Lee J.H.W. and Wang Z.Y. (eds.), Balkema A.A. Publishers, Rotterdam, 295–301Google Scholar
- National Panel of Wenchuan Earthquake, 2008. Atlas of geological and earthquake disasters of the Wenchuan Earthquake. Beijing: Sinomaps Press (in Chinese)Google Scholar
- NFH and IMH (National Flood Control Headquarters and Chengdu Research Institute of Mountainous Hazards), 1994. flash floods, debris flows and landslides and control strategies. Science Press of ChinaGoogle Scholar
- Nicoletti P.G. and Parise M., 2002. Seven landslide dams of old seismic origin in southeastern Sicily (Italy). Geomorphology, 46, 203–222CrossRefGoogle Scholar
- Ouimet W.B., Whipple K.X., Royden L.H., Sun Z.M. and Chen Z.L., 2007. The influence of large landslides on river incision in a transient landscape: Eastern margin of the Tibetan Plateau (Sichuan, China). GSA Bulletin, 119(11–12), 1462–1476CrossRefGoogle Scholar
- Pierson T.C., 1986. Flow behavior of channelized debris flow, Mount St. Helens, Washington. In: Hillslope Processes. Abrahams, Boston, Allen and Unwin, eds., 269–296Google Scholar
- Safran E.B., Peden D., Harrity K., Anderson S.W., O’Connor J.E., Wallick R., House P.K., Ely L., 2008. Impact of landslide dams on river profile evolution. American Geophysical Union, Fall Meeting, abstract #H54D-03Google Scholar
- Savage S.B., 1984. The mechanics of rapid granular flows. Advances in Applied Mechanics, 24, 289–366CrossRefGoogle Scholar
- Schuster R.L. and Alford D., 2004. Landslide dam and lake Sarez, Pamir Mountains. Tajikistan, Environmental and Engineering Geoscience, 10(2), 151–168, SCST and MGMR (State Commission of Science and Technology and Ministry of Geology and Mineral Resources of China), 1988. Landslide and Rockfalls of Yangtze Gorges, Tai Dao Publishing Ltd., Beijing (in Chinese and English)CrossRefGoogle Scholar
- Schuster R.L., 2000. Outburst debris-flows from failure of natural dams. In: Debris-Flow Hazards Mitigation: Mechanics, Prediction, and Assessment. Wieczorek G. and Naeser N. (eds.), Balkema, Rotterdam, The Netherlands, 29–42Google Scholar
- Shen H.H. and Ackermann N.L., 1982. Constitutive relationships for fluid-solid mixtures. Journal of the Engineering Mechanics Division, ASCE, 748–763Google Scholar
- SCST (State Commission of Science and Technology), People’s Republic of China & MGMR (Ministry of Geology and Mineral Resources), People’s Republic of China. 1988. Landslides and Rockfalls of Yangtze Gorges. Tai Dao Translation & Production Ltd, Hongkong.Google Scholar
- Shen S.C., Zhang M., Li F.X., Zhu C.H., Chen G.X. and Wang J.Y., 1991. Debris flow along railways in china. Proceedings International Symposium on Debris Flow and Flood Disaster Protection, A1–A19Google Scholar
- Sichuan Geological Engineering Corporation, 2009. Emergency geological prospecting project for 5.12 earthquake and earthquake-triggered disasters: Exploration, feasibility study, design reports of the Wenjiagou Gully, (in Chinese) Sichuan Seismological Bureau, 1983. The Diexi Earthquake in 1933. Chengdu: Sichuan Science and Technology Press (in Chinese)Google Scholar
- SSB-FU (State Seismological Bureau and Fudan University), 1983. Atlas of the Historical Earthquakes in China—The Qing Dynasty Period. Beijing: Sinomaps Press, (in Chinese)Google Scholar
- Strom K.B. and Papanicolaou A.N., 2007. ADV measurements around a cluster microform in a shallow mountain stream. Journal of Hydraulic Engineering, 133(12), 1379–1389CrossRefGoogle Scholar
- Swanston D.N., 1969. Mass wasting in coastal Alaska. U.S. Department of Agriculture Forest Service Research Paper PNW-83, 15Google Scholar
- Swanston D.N., 1999. Landslide response to timber harvest in southeast Alaska, Proceedings, 7th Federal Interagency Sedimentation ConferenceGoogle Scholar
- Sieyama T. and Woemoto S., 1981. Characteristics of debris flow at bends. Journal of Civil Eng, (5)Google Scholar
- Savage S.B. and McKeown S., 1983. Shear stress developed during rapid shear of dense concentrations of large spherical particles between concentric cylinders. Journal of Fluid Mechanics, 127, 453–472CrossRefGoogle Scholar
- Takahashi T., 1978. Mechanical characteristics of debris flow. Journal of the Hydraulics Division, ASCE, 104, 1153–1169Google Scholar
- Takahashi T., 1980. Debris flow on prismatic open channel. Journal of the Hydraulics Division, ASCE, 106(3), 381–386Google Scholar
- Takahashi T., 1981. Debris flow, Ann. Rev. Fluid Mech, 13, 57–77CrossRefGoogle Scholar
- Tsubaki T., Hashimoto H. and Suetsugi T., 1983. Interparticles stresses and characteristics of debris flow. Journal of Hydroscience and Hydraulic Engineering, 1(2), 67–82Google Scholar
- Varnes D.J., 1978. Slope movement types and processes. In: Landslides-Analysis and Control, National Academy of Sciences Transportation Research Board Special Report No. 176. Schuster R.L. and Krizek R.J. (eds.), 12–33Google Scholar
- Wang G., Sassa K. and Fukuoka H., 2007. A flowslide in the 2003 Sanriki-Minami Earthquake. Japan Proceedings 4thInternational Conference on Debris Flow and Disaster Mitigation, ArmsterdamGoogle Scholar
- Wang Z.Y. and Zhang X.Y., 1989. Experimental study of initiation and laws of motion of debris flow. Acta Geographica Sinica, 44(3), 291–301Google Scholar
- Wang Z.Y. and Zhang X.Y., 1990. Initiation and Laws of Motion of Debris Flows. Hydraulic/Hydrology of Arid Land, ASCE. New York, 596–601Google Scholar
- Wang Z.Y., 1999. Mountainous hazards in China. German IDNDR-Series 18, German Committee for International Decade for Natural Disaster Reduction, 1–48Google Scholar
- Wang Z.Y., 2001. Experimental study on debris flow head and the energy theory. Journal of Hydraulic Engineering, 3, 21–29 (in Chinese)Google Scholar
- Wang Z.Y., 2002. Free surface instability of non-Newtonian laminar flow. Journal of Hydraulic Research, 40(4), 449–460CrossRefGoogle Scholar
- Wang Z.Y., 2002. Free surface instability of non-newtonian laminar flows. Journal of Hydraulic Research, IAHR. 40(4), 449–460CrossRefGoogle Scholar
- Wang Z.Y., Cui P. and Wang R.Y., 2009a. Mass movements triggered by the Wenchuan Earthquake and management strategies of quake lakes. International Journal of River Basin Management, 7(1), 1–12Google Scholar
- Wang Z.Y., Cui P. and Yu B., 2001. The mechanism of debris flow and drag reduction. Journal of Natural Disasters, 10(3), 37–43 (in Chinese)Google Scholar
- Wang Z.Y., Cui P., Yu G.A. and Zhang K., 2010b. Stability of landslide dams and development of knickpoints. submitted to the Journal of Environmental GeologyGoogle Scholar
- Wang Z.Y., Larsen P., Nestmann F. and Dittrich A., 1998. Resistance and drag reduction of hyperconcentrated flows over rough boundaries. Journal of Hydraulic Engineering, 1, 1–9 (in Chinese)Google Scholar
- Wang Z.Y., Shi W.J. and Liu D.D., 2010a. Continual erosion of bared rocks after the Wenchuan Earthquake and control strategies. Journal of Asian Earth Sciences (accepted)Google Scholar
- Wang Z.Y., Wai O.W.H. and Cui P., 1999. Field investigation on debris flows. International Journal of Sediment Research, 14(4), 10–23Google Scholar
- Wang Z.Y., Wai Onyx W.H. and Cui P., 1999. Field investigation on debris flows. International Journal of Sediment Research, N14(4), 10–23Google Scholar
- Wang Z.Y., Xu J. and Li C.Z., 2004, Development of step-pool sequence and its effects in resistance and stream bed stability. International Journal of Sediment Research, 19(3), 161–171Google Scholar
- Wang Z.Y., Lin B.N. and Zhang X.Y., 1990. Instability of non-newtonian fluid flow. Mechanica Sinica, 3, 266–275Google Scholar
- Wany Z.Y., Wang G.Q. and Liu C., 2005, Viscous and Two-phase Debris Flows in Southern China’s Yunnan Plateau. Water International, 30(1), 14–23CrossRefGoogle Scholar
- Wu J.S., Tian L.Q., Kang Z.C., Zhang Y.F. and Liu J., 1993. Debris Flow and Its Comprehensive Control. Science Press of ChinaGoogle Scholar
- Xu M.Z., Wang Z.Y., Qi L.J. and Liu L., 2010. Disaster chains initiated by the Wenchuan Earthquake. submitted to the Journal of Environmental GeologyGoogle Scholar
- Yano K. and Daido A., 1965. Fundamental study on mudflow. Bulletinl Disaster Prevention Research Institute, Kyoto Univ, Japan, 14, part 2, 69–83Google Scholar
- Yin Y.P., 2008. Researchs on the geo-hazards triggered by Wenchuan Earthquake, 2008, Sichuan. Journal of Engineering Geology, 16(4), 3–12 (in Chinese)Google Scholar
- Zhang Y.S., Lei W.Z., Shi J.S., Wu S.R. and Wang X.L., 2008. General characteristic of 5.12 earthquake-induced geoharzards in Sichuan. Journal of Geomechanics, 14(2), 109–116 (in Chinese)Google Scholar
- Zhang D.J., 2006. Debris flow and debris flow control in Taiwan. Technical Report, Disaster Control Center of Gaoyuan Technical University (in Chinese)Google Scholar