Skip to main content
Log in

New insights into the delayed initiation of a debris flow in southwest China

  • Original Paper
  • Published:
Natural Hazards Aims and scope Submit manuscript

Abstract

On 6 July 2020, 3 h 40 min after rainfall stopped, a delayed debris-flow disaster occurred due to colluvium deposits in a hollow region (CDH) in the Chenghuangmiao Gully, Sichuan Province, China, resulting in 4 deaths and 27 injuries. This study explores the initiation process of the delayed debris flow and the cause for the delay. Field investigations, catchment geometry interpretation, laboratory tests, theoretical calculations, and fluid–solid coupling numerical simulation were performed to obtain landslide parameters and understand the mechanisms of the event. Results show that (1) the event was a giant low-frequency viscous debris flow. (2) It was initiated by the delayed landslide process under the influence of back-end confluence. (3) The debris-flow discharge in the main gully increased over 19.5 min. (4) The seepage process inside the CDH continued for 3 h 20 min after the rainfall stopped before the pore pressure and reduction in strength were sufficient to initiate the debris flow. This research provides new insights on delayed debris-flow disasters and can be a reference for improving disaster management systems, especially monitoring and early warning systems, thereby avoiding future casualties.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Fig. 1
Fig. 2
Fig. 3
Fig. 4

source of the Chenghuangmiao Gully; b transition area; c accumulation area

Fig. 5
Fig. 6
Fig. 7
Fig. 8

source of the debris-flow gully; a location of the CDH landslide at the source of the gully; b trailing edge of the CDH landslide at the source of the gully and the slide bed; c confluence outlet; d bedrock on the slide bed; e landslide plan; f landslide profile; g landslide cross section

Fig. 9
Fig. 10
Fig. 11
Fig. 12
Fig. 13

Similar content being viewed by others

Data availability

The datasets used or analysed during the current study are available from the corresponding author on reasonable request.

Code availability

The codes used during the current study are available from the corresponding author on reasonable request.

References

  • Alfieri L, Laio F, Claps P (2008) A simulation experiment for optimal design hyetograph selection. Hydrol Process 22:813–820

    Article  Google Scholar 

  • Azimi C, Biarez J, Desvarreux P, Keime F (1988) Prevision d’eboulement en terrain gypseux. Int Symp Landslides 5:531–536

    Google Scholar 

  • Baum RL, Godt JW (2010) Early warning of rainfall-induced shallow landslides and debris flows in the USA. Landslides 7:259–272

    Article  Google Scholar 

  • Beven K, Germann P (1982) Macropores and water flow in soils. Water Resour Res. https://doi.org/10.1029/WR018i005p01311

    Article  Google Scholar 

  • Biot MA (1956) General solutions of equations of elasticity and consolidation for a porous material. J Appl Mech 23:91–96

    Article  Google Scholar 

  • Borga M, Stoffel M, Marchi L, Marra F, Jakob M (2014) Hydrogeomorphic response to extreme rainfall in headwater systems: Flash floods and debris flows. J Hydrol 518:194–205

    Article  Google Scholar 

  • Cannon SH, Gartner JE, Wilson RC, Bowers JC, Laber JL (2008) Storm rainfall conditions for floods and debris flows from recently burned areas in southwestern Colorado and southern California. Geomorphology 96:250–269

    Article  Google Scholar 

  • Chen N, Sh ZQ, Yue PC, Li ZL (2007) A rational method for estimating maximum discharge of a landslide-induced debris flow: a case study from southwestern China. Geomorphology 84:44–58

    Article  Google Scholar 

  • Chen NS, Zou Q, Feng HS, Cui P, Zhang YL (2015) Risk assessment and disaster reduction strategies for mountainous and meteorological hazards in Tibetan Plateau. Chin Sci Bull 60:3067–3077

    Article  Google Scholar 

  • Clark CO (1945) STORAGE AND THE UNIT HYDROGRAPH. Trans Am Soc Civ Eng 110:1419–1446

    Article  Google Scholar 

  • Crosta GB, Dal Negro P (2003) Observations and modelling of soil slip-debris flow initiation processes in pyroclastic deposits: the Sarno 1998 event. Nat Hazard 3:53–69

    Article  Google Scholar 

  • Deng QL, Zhu ZY, Cui ZQ, Wang XP (2000) Mass rock creep and landsliding on the Huangtupo slope in the reservoir area of the Three Gorges Project Yangtze River, China. Eng Geol 58:67–83

    Article  Google Scholar 

  • Edward K, CI., SM., P. Eng., F. ASCE, MEIC (1965) Water resources development. Springer, US

  • Feng Z, Cui P, He S (2005) Mechanism of conversion of landslides to debris flows. J Nat Disast 14:8–14

    Google Scholar 

  • Guzzetti F, Peruccacci S, Rossi M, Stark CP (2008) The rainfall intensity-duration control of shallow landslides and debris flows: an update. Landslides 5:3–17

    Article  Google Scholar 

  • Hua JP, Liang ZM, Yu ZB (2003) A modified rational formula for flood design in small basins. J Am Water Resour as 39:1017–1025

    Article  Google Scholar 

  • Huang R, Pei X, Fan X, Zhang W, Li S, Li B (2012) ’The characteristics and failure mechanism of the largest landslide triggered by the Wenchuan earthquake, May 12, 2008, China. Landslides 9:131–142

    Article  Google Scholar 

  • Iverson RM (1997) The physics of debris flows. Rev Geophys 35:245–296

    Article  Google Scholar 

  • Iverson RM, Denlinger RP (2001) ’Flow of variably fluidized granular masses across three-dimensional terrain 1 coulomb mixture theory. J Geophys Res Solid Earth 106:537–552

    Article  Google Scholar 

  • Iverson RM, Vallance JW (2001) New views of granular mass flows. Geology 29:115–118

    Article  Google Scholar 

  • Iverson RM, Reid ME, LaHusen RG (1997) Debris-flow mobilization from landslides. Annu Rev Earth Planet Sci 25:85–138

    Article  Google Scholar 

  • Kabwe E, Karakus M, Chanda EK (2020) Creep constitutive model considering the overstress theory with an associative viscoplastic flow rule. Comput Geotech 124:103629

    Article  Google Scholar 

  • Kim MS, Onda Y, Uchida T, Kim JK, Song YS (2018) Effect of seepage on shallow landslides in consideration of changes in topography: case study including an experimental sandy slope with artificial rainfall. CATENA 161:50–62

    Article  Google Scholar 

  • Kumar MS, Singh VP (2003) SCS-CN Method. In: Soil conservation service curve number (SCS-CN) methodology. Springer

  • Li J, Cai Q, Sun L, Chen X (2010) Reviewing on factors and critical conditions of rill erosion. Prog Geogr 29:1319–1325

    Google Scholar 

  • Li C, Zhu J, Wang B, Jiang Y, Liu X, Zeng P (2016) Critical deformation velocity of landslides in different deformation phases. Chin J Rock Mechan Eng 35:1407–1414

    Google Scholar 

  • Li J, Chen N, Iqbal J, Han D (2018) ’Model for dilution process of landslide triggered debris flows: a case in the Guanba River Southeastern Tibetan Plateau. Earth Sci Res J 22:103–111

    Article  Google Scholar 

  • Li TZ, Dias D, Li ZW (2020) Failure potential of a circular tunnel face under steady-state unsaturated flow condition. Comput Geotech 117:103231

    Article  Google Scholar 

  • Pegram G, Parak M (2004) A review of the regional maximum flood and rational formula using geomorphological information and observed floods. Water Sa 30:377–392

    Article  Google Scholar 

  • Polubarinova-Kochina PY (1962) Theory of groundwater movement (trans: de Wiest, JMR) Princeton University Press. Princeton

    Google Scholar 

  • Qi S, Yan F, Wang S, Ruichun Xu (2006) Characteristics, mechanism and development tendency of deformation of Maoping landslide after commission of Geheyan reservoir on the Qingjiang River Hubei Province. China Eng Geol 86:37–51

    Article  Google Scholar 

  • Qiang XU, Minggao T, Kaixiang XU, Xuebin H (2008) Research on space-time evolution laws and early warning-prediction of landslides. Chin J Rock Mechan Eng 27:1104–1112

    Google Scholar 

  • Schiliro L, Esposito C, Scarascia Mugnozza G (2015) Evaluation of shallow landslide-triggering scenarios through a physically based approach: an example of application in the southern Messina area (northeastern Sicily, Italy). Nat Hazard 15:2091–2109

    Article  Google Scholar 

  • Tavenas F, Leroueil S (1981) Creep and failure of slopes in clays. Can Geotech J 18:106–120

    Article  Google Scholar 

  • The geological and mineral industry standard of the People’s Republic of China (2018) The survey specification for debris flow disaster prevention and control engineering: DZ/T0220–2018[S]. Ministry of Land and Resources of the People’s Republic of China, Beijing (In Chinese)

    Google Scholar 

  • Wang X, Ye Ji, Li B, Zhang J, Lin F, Hao Z (2010) Spatial distributions of species in an old-growth temperate forest, northeastern China. Can J for Res 40:1011–1019

    Article  Google Scholar 

  • Wang Z, Liu Bo, Han Y, Wang J, Yao B, Zhang P (2020) Stability of inner dump slope and analytical solution based on circular failure: Illustrated with a case study. Comput Geotech 117:103241

    Article  Google Scholar 

  • Wei WB, Cheng YM, Li L (2009) Three-dimensional slope failure analysis by the strength reduction and limit equilibrium methods. Comput Geotech 36:70–80

    Article  Google Scholar 

  • Yang H, Wang X, Xiao J (2014) Influence of wetting-drying cycles on strength characteristics of Nanning expansive soils. Chin J Geotech Eng 36:949–954

    Google Scholar 

  • Ye Ji, Hao Z, Jiang P (2004) Studies on rainfall holding process of the bryophyte and litter layer in coniferous forest of Changbai Mountain. Acta Ecol Sin 24:2859–2862

    Google Scholar 

  • Yue H, Liu F, Yan Z (2012) Approaches to estimate peak-discharges by rainfall in small to medium scale river basins. J Sichuan Univ Eng Sci Ed 44:39–44

    Google Scholar 

  • Zhang Z, Sheng L, Yang J, Chen X-A, Kong L, Wagan B (2015) Effects of land use and slope gradient on soil erosion in a red soil hilly watershed of Southern China. Sustainability 7:14309–14325

    Article  Google Scholar 

  • Zhang Y, Chen N, Liu M, Wang T, Deng M, Kanglin Wu, Khanal BR (2019) Debris flows originating from colluvium deposits in hollow regions during a heavy storm process in Taining, southeastern China. Landslides 17:335–347

    Article  Google Scholar 

  • Zhou D, Zhang Z, Li J, Wang X (2019) Seepage-stress coupled modeling for rainfall induced loess landslide. Theor Appl Mech Lett 9:7–13

    Article  Google Scholar 

Download references

Funding

This work was supported by the National Key Research and Development Program of China [Grant Number 2018YFC1505202]; the National Natural Science Foundation of China [Grant Number U20A20110]; and the Youth Innovation Promotion Association CAS [Grant Number 2020367].

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Ningsheng Chen.

Ethics declarations

Conflict of interest

The authors declare that they have no known competing financial interests or personal relationships that could have appeared to influence the work reported in this paper.

Additional information

Publisher's Note

Springer Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations.

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Peng, T., Chen, N., Hu, G. et al. New insights into the delayed initiation of a debris flow in southwest China. Nat Hazards 108, 2855–2877 (2021). https://doi.org/10.1007/s11069-021-04803-9

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s11069-021-04803-9

Keywords

Navigation