Skip to main content

Advertisement

Log in

GIS-based assessment of debris flow hazards in Kulekhani Watershed, Nepal

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

Abstract

Debris flows are a hazardous natural calamity in mountainous regions of Nepal. Torrential rainfall within a very short period of the year is the main triggering factor for instability of slopes and initiation of landslides in these regions. Furthermore, the topography of the mountains and poor land use practices are additional factors that contribute to these instabilities. In this research, a GIS model has been developed to assess the debris flow hazard in mountainous regions of Nepal. Landslide-triggering threshold rainfall frequency is related to the frequency of landslides and the debris flow hazard in these mountains. Rainfall records from 1980 to 2013 are computed for one- to seven-day cumulative annual maximum rainfall. The expected rainfall for 1 in 10 to 1 in 1000 years of return periods is analyzed. The expected threshold rainfall is modeled in the GIS environment to identify the factor of safety of mountain slopes in a study watershed. A relation between the frequency of rainfall and debris flow hazard area is derived for return periods of 25, 50, 100, and 200 years. The debris flow hazard results from the analysis are compared with a known event in the watershed and found to agree. This method can be applied to anticipated rainfall-induced debris flow from the live rainfall record to warn the hazard-prone community in these mountains.

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
Fig. 5
Fig. 6
Fig. 7
Fig. 8
Fig. 9
Fig. 10
Fig. 11
Fig. 12
Fig. 13

Similar content being viewed by others

References

  • Aleotti P (2004) A warning system for rainfall-induced shallow failures. Eng Geol 73:247–265

    Google Scholar 

  • Cancelli A, Nova R (1985) Landslides in soil debris cover triggered by rainstorms in Valtellina (central Alps–Italy). In: Proceedings of the 4th international conference and field workshop on landslides, The Japan Geological Society, Tokyo, pp 267–272

  • Carrara A, Crosta G, Frattini P (2008) Comparing models of debris-flow susceptibility in the alpine environment. Geomorphology 94:353–378

    Google Scholar 

  • Casadel M, Dietrich WE, Miller NL (2003) Testing a model for predicting the timing and location of shallow landslide initiation in soil-mantled landscapes. Earth Surf Process Landf 28:925–950

    Google Scholar 

  • Ceriani M, Lauzi S, Padovan N (1994) Rainfall thresholds triggering debris-flows in the alpine area of Lombardia Region, central Alps–Italy. In: Proceedings of man and mountain, I conference international per laProtezione e lo Sviluppo dell’ambiente montano, Ponte di legno (BS), pp 123–139

  • Chen L, Young MH (2006) Green-Ampt infiltration model for sloping surfaces. Water Resour Res 42:W07420. https://doi.org/10.1029/2005WR004468

    Article  Google Scholar 

  • Chiang SH, Chang KT, Mondini AC, Tsai BW, Chen CY (2012) Simulation of event-based landslides and debris flows at watershed level. Geomorphology 138:306–618

    Google Scholar 

  • Cho SE, Lee SR (2002) Evaluation of surficial stability for homogeneous slopes considering rainfall characteristics. J Geotech Geoenviron Eng 128(9):756–763

    Google Scholar 

  • Chow VT (1953) Frequency analysis of hydrologic data with special application to rainfall intensities bulletin no 414 University of Illinois, Engineering Experiment Station

  • Chow VT, Maidment DR, Mays LW (1988) Applied Hydrology. McGraw Hill Book Company, New York. ISBN 0-07-010810-2

    Google Scholar 

  • Claunitzer V, Hopmans JW, Starr JL (1998) Parameter uncertainty analysis of common infiltration models. Soil Science Soc Am J 62:1477–1487

    Google Scholar 

  • Corominas J (1996) The angle of reach as a mobility index for small and large landslides. Can Geotech J 33:260–271

    Google Scholar 

  • Corominas J, Van Westen C, Frattini P, Cascini L, Malet J-P, Fotopoulou S, Catani F, Van Den Eeckhaut M, Mavrouli O, Agliardi F, Pitilakis K, Winter MG, Pastor M, Ferlisi S, Tofani V, Hervas J, Smith JT (2014) Recommendations for the quantitative analysis of landslide risk. Bull Eng Geol Environ 73:209–263

    Google Scholar 

  • Crosta GB, Frattini P (2001), Rainfall thresholds for triggering soil slips and debris flow. In: Mugnai A, Guzzetti F, Roth G (eds) Proceedings of the 2nd EGS Plinius conference on Mediterranean storms, Siena, Italy, pp 463–487

  • Dahal RK, Hasegawa S (2008) Representative rainfall thresholds for landslides in the Nepal Himalaya. Geomorphology 100(3-4):429–443

    Google Scholar 

  • Deoja BB, Dhital MR, Thapa B, Wagner A (1991) Mountain risk engineering handbook, International Centre for Integrated Mountain Development (ICIMOD), Kathmandu, Nepal, p 875

  • Dhakal AS, Amada T, Aniya M (2000) landslide hazard mapping and its evaluation using GIS: an investigation of sampling scheme for grid-cell based quantitative method. Photogramm Eng Remote Sens 66:981–989

    Google Scholar 

  • Dhital MR (2000) An overview of landslide hazard mapping and rating systems in Nepal. J Nepal Geol Soc 22:533–538

    Google Scholar 

  • Dhital MR (2003) Causes and consequences of the 1993, debris flows and landslides in the Kulekhani watershed, central Nepal. In: Rickenmann and Chen (eds) Debris-flow hazards mitigation: mechanics, prediction and assessment, pp 1931–1943

  • DWIDP, Department of Water Induced Disaster Prevention (2017) Annual disaster review 2009. Report, Ministry of Irrigation, Government of Nepal, Kathmandu, pp 208

  • Enrico C, Antonello T (2012) Simplified approach for the analysis of rainfall-induced shallow landslides. J Geotech Geoenviron Eng 138:398–406

    Google Scholar 

  • Fall M (2009a) A GIS-based mapping of historical coastal cliff recession. Bull Eng Geol Environ 68(4):473–482

    Google Scholar 

  • Fall M (2009b) Lecture notes hazard assessment. University of Ottawa, Ottawa

    Google Scholar 

  • Fall M, Azzam R, Noubactep C (2006) A multi-method approach to study the stability of natural slopes and landslide susceptibility mapping. Eng Geol 82(2006):241–263

    Google Scholar 

  • Fell R, Corominas J, Bonnard CH, Cascini L, Leroi E, Savage WZ (2008) Guidelines for landslide susceptibility, hazard and risk zoning for land use planning. Eng Geol 102:85–98

    Google Scholar 

  • Finlay PJ, Mostyn GR, Fell R (1999) Landslide risk assessment prediction of travel distance. Can Geot J 36:556–562

    Google Scholar 

  • Fredlund DG, Xing AE (1994) Equation for the soil-water characteristic curve. Can Geotech J 31:521–532

    Google Scholar 

  • Fredlund DG, Morgenstern NR, Widger RA (1978) Shear strength of unsaturated soils. Can Geotech J 15:313–321

    Google Scholar 

  • Fredlund DG, Rahardjo H, Can JKM (1987) Nonlinearity of strength envelope for unsaturated soils. In: Proceedings of the 6th international conference on expansive soils, New Delhi, India, pp 49–54

  • Fredlund DG, Xing A, Fredlund MD, Barbour SL (1996) The relation of the unsaturated soil shear strength to the soil-water characteristics curve. Can Geotech J 33:440–448

    Google Scholar 

  • Freeze A, Cherry JA (1979) Groundwater. Prentice Hall Inc, Englewood Cliffs

    Google Scholar 

  • Gamma P (2000) dfwalk—Ein Murgang-Simulationsprogramm zur Gefahrenzonierung, Geographisches Institut der Universit¨at Bern. (in German)

  • Garven E, Vanapalli SK (2006) Evaluation of empirical procedures for predicting the shear strength of unsaturated soils. American Society of Civil Engineers Geotechnical Special Publication No. 147, vol 2, pp 2570–2581

  • Green WH, Ampt CA (1911) Studies on soil physics: flow of air and water through soils. J Agric Sci 4:1–24

    Google Scholar 

  • Guzzetti F (2005) Landslide hazard and risk assessment, Ph.D. Dissertation Rheinischen Friedrich-Wilhelms Univestitat Bonn

  • Guzzetti F, Carrara A, Cardinali M, Reichenbach P (1999) Landslide hazard evaluation: an aid to a sustainable development. Geomorphology 31:181–216

    Google Scholar 

  • Holmgren P (1994) Multiple flow direction algorithms for runoff modelling in grid based elevation models: an empirical evaluation. Hydrol Process 8:327–334

    Google Scholar 

  • Horton P, Jaboyedoff M, Rudaz B, Zimmermann M (2013) Flow-R, a model for susceptibility mapping of debris flows and other gravitational hazards at a regional scale. Nat Hazards Earth Syst Sci 13:869–885

    Google Scholar 

  • Hsu SM, Ni CF, Hung PE (2002) Assessment of three infiltration formulas based on model fitting on Richard’s equation. J Hydrol Eng 7(5):373–379

    Google Scholar 

  • Hunter G, Fell R (2003) Travel distance angle for ‘rapid’ landslides in constructed and natural soil slopes. Can Geotech J 40(6):1123–1141

    Google Scholar 

  • Hurlimann M, Rickenmann D, Medina V, Medina V, Beteman A (2008) Evaluation of approach to calculate debris-flow parameters for hazard assessment. Eng Geol 102:152–163

    Google Scholar 

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

    Google Scholar 

  • Jaiswal P, Van Westen CJ, Jetten V (2011) Quantitative estimation of landslide risk from rapid debris slides on natural slopes in the Nilgiri hills, India. Nat Hazards Earth Syst Sci 11:1723–1743

    Google Scholar 

  • Kayastha P, Dhital MR, Smedt FD (2013) Evaluation and comparison of GIS based landslide susceptibility mapping procedures in Kulekhani watershed, Nepal. J Gelo Soc India 81:219–231

    Google Scholar 

  • Khallili N, Khabbaz MH (1998) A unique relationship for the determination of the shear strength of unsaturated soils. Geotechnique 48(5):681–687

    Google Scholar 

  • Kim D, Im S, Lee SH, Hong Y, Cha KS (2010) Predicting the rainfall-triggered landslides in a forested mountain region using TRIGRS model. J Mt Sci 7:83–91

    Google Scholar 

  • Lamichhanne SP (2000), Engineering geological watershed management studies in the Kulekhani watershed, M.Sc. thesis, Tribhuvan, University, Nepal

  • Legros F (2002) The mobility of long-runout landslide. Eng Geol 63:301–331

    Google Scholar 

  • Meyer NK, Dyrrdal AV, Frauenfelder R, Etzelmuller B, Nadim F (2012) Hydrometeorological threshold conditions for debris flow initiation in Norway. Nat Hazards Earth Syst Sci 12:3059–3073

    Google Scholar 

  • Ministry of Home (2011, 2012, 2013, 2015, 2016), Disaster Report (http://neoc.gov.np/en/)

  • Ministry of Home, Nepal Disaster Report (2015) public web resource: http://neoc.gov.np/en/publication/

  • Muntohar AS, Liao HJ (2009) Analysis of rainfall-induced infinite slope failure during typhoon using a hydrological–geotechnical model. Environ Geol 56:1145–1159

    Google Scholar 

  • Park DW, Nikhil NV, Lee SR (2013) Landslide and debris flow susceptibility zonation using TRIGRS for the 2011 Seoul landslide. Nat Hazards Earth Syst Sci 13:2833–2849

    Google Scholar 

  • Paudel B (2018) GIS-based assessment of debris flow susceptibility and hazard in mountainous regions of Nepal. Ph.D. dissertation, University of Ottawa, Canada, p 232

  • Perla R, Cheng TT, McClung DM (1980) A two-parameter model of snow-avalanche motion. J Glaciol 26:197–207

    Google Scholar 

  • Rahardjo H, Ong TH, Rezaur RB, Leong EC (2007) Factors controlling instability of homogeneous soil slopes under rainfall. J Geotech Geoenviron Eng 133(12):1532–1543

    Google Scholar 

  • Reid LM, Page MJ (2003) Magnitude and frequency of landsliding in a large New Zealand catchment. Geomorphology 49(1–2):71–88

    Google Scholar 

  • Remondo J, Bonachea J, Cendrero A (2008) A statistical approach to landslide risk modelling at basin scale; from landslide sus-ceptibility to quantitative risk assessment. Geomorphology 94(2008):496–507

    Google Scholar 

  • Saito H, Nakayama D, Matsuyama H (2010) Relationship between the initiation of a shallow landslide and rainfall intensity duration thresholds in Japan. Geomorphology 118:167–175

    Google Scholar 

  • Sassa K, Wang G (2005) Mechanism of landslide-triggered debris flows: liquefaction phenomena due to the undrained loading of torrent deposits. Debris-flow Hazards and Related Phenomena. Praxis Publishing Ltd, Chichester, pp 81–104

    Google Scholar 

  • Savage W, Baum R (2005) Instability of steep slopes. Debris-flow hazards and related phenomena. Praxis Publishing Ltd, Chichester, pp 53–79

    Google Scholar 

  • Tomlinson AI (1980) The frequency of high intensity rainfall in New Zealand, Water and Soil Tech. Publ. no 19, Ministry of Work and Development, Wellington, New Zealand

  • Torres GH (2011) Estimating the soil-water characteristics curve using grain-size analysis and plasticity index, M.Sc. Thesis, Arizona State University, Tempe, AZ

  • Tsai TL, Chiang SJ (2013) Modeling of layered infinite slope failure triggered by rainfall. Environ Earth Sci 68(5):1429–1434

    Google Scholar 

  • Tsai TL, Yang JC (2006) Modeling of rainfall-triggered shallow landslide. Environ Geol 50:525–534

    Google Scholar 

  • Vanapalli SK, Fredlund DG (2000) Comparison of different procedures to predict the shear strength of unsaturated soils uses the soil-water characteristic curve. Geo-Denver 2000, American Society of Civil Engineers, Special Publication, no 99, pp 195–209

  • Vanapalli SK, Fredlund DG, Pafahl DE, Clifton AW (1996) Model for the prediction of shear strength with respect to soil suction. Can Geotech J 33:379–392

    Google Scholar 

  • Varnes DJ, IAEG Commission on Landslides and other Mass-Movements (1984) Landslide hazard zonation: a review of principles and practice. The UNESCO Press, Paris, p 63

    Google Scholar 

  • Wang C, Li S, Esak T (2008) Natural hazards and earth system sciences GIS-based two-dimensional numerical simulation of rainfall-induced debris flow. Nat Hazards Earth Syst Sci 8:47–58

    Google Scholar 

  • Wieczorek GF (1987) Effect of rainfall intensity and duration on debris flows in central Santa Cruz Mountains, California. In: Costa JE, Wieczorek GF (eds) Debris flows/avalanches: processes, recognition and mitigation, Reviews in Engineering Geology, Geological Society of America, no 7, pp 23–104

    Google Scholar 

  • Wieczorek GF, Naeser ND (2000) Proceedings of the second international conference on debris-flow hazards mitigation: mechanics, prediction, and assessment. In: Balkema AA (ed), Rotterdam, p 212

  • Zapata CE (1999) Uncertainity in soil-water characteristic curve and impacts on unsaturated shear strength prediction. Ph.D. Dissertation, Arizona State University, Tempe, United States

  • Zezere JL, Trigo RM, Trigo IF (2005) Shallow and deep landslides induced by rainfall in the Lisbon region (Portugal): assessment of relationships with the North Atlantic Oscillation. Nat Hazards Earth Syst Sci 5:331–344

    Google Scholar 

  • Zhang LL, Zang J, Zang LM, Tang WH (2011) Stability of analysis of rainfall induced slope failure: a review, Geotechnical Engineering, Vol 164 Issue GE5, Institute of Civil Engineers Geotechnical Engineering 164 October 2011 Issue GE5

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Mamadou Fall.

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

Paudel, B., Fall, M. & Daneshfar, B. GIS-based assessment of debris flow hazards in Kulekhani Watershed, Nepal. Nat Hazards 101, 143–172 (2020). https://doi.org/10.1007/s11069-020-03867-3

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s11069-020-03867-3

Keywords

Navigation