Abstract
Rainfall-triggered landslides are the most common natural hazard with serious consequences worldwide, including in Ethiopia. In Ethiopia, GIS-based landslide assessment has been the most common approach, which ignores the underlying effects of controlling factors, such as rainfall characteristics, as well as geotechnical properties, yielding subjective and debatable results. The current study aims to capture the failure mechanism and establish rainfall thresholds through field investigations, laboratory experiments, and physical flume experiments coupled with numerical modeling. Filed hydrogeological parameters (rainfall, groundwater), DEM, and geotechnical parameters were used in numerical models such as HYDRUS and TRIGRS. Saturated and unsaturated hydraulic properties, such as the hydraulic conductivity function and the soil–water characteristic curve (SWCC), as well as hydrogeological factors, were used to establish empirical correlations. Based on multiple rainfall combinations, slopes, and TRIGRS-generated factor of safety data, a rainfall intensity of approximately 93.9 mm/h was identified as the rainfall threshold beyond which landslides are likely to be triggered. TRIGRS outputs were reprocessed using ArcGIS tools to develop a landslide hazard zonation (LHZ) map. The TRIGRS model was validated using receiver operating characteristic (ROC) curve analysis, and the model has a high predictive competence, with an average sensitivity of 83% and specificity of 76%. It can be deduced that the intensity duration (ID) curve, threshold value, and empirical correlations can all be used to develop early warning systems for the study region and neighboring regions with similar catchment characteristics. More integrated research, however, is required to accurately predict the hazards associated with landslides.
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References
Acharya G, Cochrane TA, Davies T, Bowman E (2009) The influence of shallow landslides on sediment supply: a flume-based investigation using sandy soil. Eng Geol 109(2009):161–169
Alaska Satellite Facility (2019) The Alaska Satellite Facility archives and distributes synthetic aperture radar data https://search.asf.alaska.edu/. Accessed September 2019
Alcántara-Ayala I (2002) Geomorphology, natural hazards, vulnerability, and prevention of natural disasters in developing countries. Geomorphology 47:107–124
Aleotti P (2004) A warning system for rainfall-induced shallow failures. Eng Geol 73(3–4):247–265
ASTM International (2003) D6836–02. Standard test methods for determination of the soil water characteristic curve for desorption using a hanging column, pressure extractor, chilled mirror hygrometer, and/or centrifuge
Ayalew L (1999) The effect of seasonal rainfall on landslides in the highlands of Ethiopia. Bull Eng Geol Environ 58:9–19
Ayalew L, Yamagishi H (2004) Slope failure in the Blue Nile basin, as seen from landscape evolution perspective. Geomorphology 57:95–116
Ayalew L (2000) Factors affecting slope stability in the Blue Nile basin. In: Bromhead, M., Dixon N, Ibsen M (eds), Landslides in Research, Theory and Practice, Proceedings of the 8th International Symposium on Landslides, 26-30 June 2000. Thomas Telford, Cardiff, pp 101–106
Ayalew L, Yamagishi H (2002) Landsliding and landscape development; the case of northern Ethiopia. Proceedings of the international congress intrapraevent 2002. Matsumoto, Japan, pp 595–606
Bagueria S (2006) Validation and evaluation of predictive models in hazard assessment and risk management. Nat Hazards 37:315–329
Baum RL, Savage WZ, Godt JW (2010) Estimating the timing and location of shallow rainfall-induced landslides using a model for transient, unsaturated infiltration. Journal of Geophysical Research 115:F03013. https://doi.org/10.1029/2009JF001321
Baum RL, Savage WZ, Godt JW (2008) TRIGRS: A FORTRAN program for transient rainfall infiltration and grid-based regional slope-stability analysis, version 2.0. U.S. Geological Survey Open-File Report, pp 2008–1159
Bennett GL, Miller SR, Roering JJ, Schmidt DA (2016) Landslides, threshold slopes, and the survival of relict terrain in the wake of the Mendocino Triple Junction. Geology 44:363–366. https://doi.org/10.1130/G37530.1
Bishop AW (1959) The principle of effective stress, Teknisk Ukeblad. Norwegian Geotech Inst 106(39):859–863
Blight GE, Leong EC (2012) Mechanics of residual soils. Taylor & Francis
Borga M, Dalla Fontana G, De Ros D, Marchi L (1998) Shallow landslide hazard assessment using a physically-based model and digital elevation data. Environ Geol 35(2–3):81–88
Brand EW (1984) Landslides in south Asia: A state-of-art report. Proceedings of the 4th International Symposium on Landslides. Toronto, Canada, pp 17–59
Carrara A, Guzzetti F (1995) Geographical Information Systems in Assessing Natural Hazards. Advances in Natural and Technological Hazards. vol 5. Kluwer Academic Publishers
Chen RH, Kuo KJ, Chien WN (2012) Failure mechanism of granular soil slopes under high-intensity rainfalls. J Geoeng 7:21–31
Chung CJ, Fabbri AG (2008) Predicting landslides for risk analysis—spatial models tested by a cross-validation technique. Geomorphology 94:438–452
Crozier MJ, Glade T (2005) Landslide hazard and risk: issues, concepts, and approach. In: Glade T, Anderson M, Crozier MJ (eds) Landslide hazard and risk. Wiley, New York, pp 1–40
Cruden DM, Varnes DJ (1996) Landslide Types and Processes. In Turner and Schuster, 1996. In Turner AK, Schuster RL, 1996. Landslides, Investigation and Mitigation. Special Report 247. Transportation Research Board, National Research Council. National Academy Press Washington DC
Dahal RK, Hasegawa S, Nonomura A, Yamanaka M, Dhakal S, Paudyal P (2008) Predictive modeling of rainfall-induced landslide hazard in the Lesser Himalaya of Nepal based on weights-of-evidence. Geomorphology 102:496–510
Dai FC, Lee CF, Wang SJ (2003) Characterization of rainfall-induced landslides. Int J Remote Sens 24(23):4817–4834
Evans SG, DeGraff JV (2002) Catastrophic Landslides: Effects occurrence and mechanisms reviews in engineering geology XV. The Geological Society of America 411
FAO and International Program on Landslides (2018) The impact of disasters and crises on agriculture and food security. www.fao.org/publications
Fawcett T (2006) An introduction to ROC analysis. Pattern Recogn Lett 27(8):861–874
Fikre G, Raghuvanshi TK, Ayenew T, Tirufat H (2015) Landslide hazard zonation in Adaberga district, central Ethiopia-A GIS based statistical approach. Journal of Geomatics 9(1)
Fookes PG, Lee EM, Griffiths JS (2007) Engineering Geomorphology, theory and practice. Whittles Publishing, CRC Press LLC, p 279
Fredlund DG, Rahardjo H (1993) Soil mechanics for unsaturated soils. Wiley, New York
Fredlund DG, Rahardjo H, Fredlund MD (2012) Unsaturated soil mechanics in engineering practice. Wiley, New York
Gebre SL, Ludwig F (2015) Hydrological response to climate change of the upper blue Nile River Basin: based on IPCC fifth assessment report (AR5). J Climatol Weather Forecasting 3:121. https://doi.org/10.4172/2332-2594.1000121
Godt JW, Baum RL, Chleborad AF (2006) Rainfall characteristics for shallow landsliding in Seattle, Washington, USA. Earth Surf Process Landforms 31:97–110
Godt JW, Baum RL, Lu N (2009) Landsliding in partially saturated materials. Geophys Res Lett 36:L02403
Griffiths DV, Lu N (2005) Unsaturated slope stability analysis with steady infiltration or evaporation using elastoplastic finite elements. Int J Numer Anal Methods Geomech 29(3):249–267
Guha SD, Below R, Hoyois PH (2018) International Disaster Database (EM-DAT). Université Catholique de Louvain, Brussels, Belgium
Guzzetti F, Peruccacci S, Rossi M, Stark CP (2008) The rainfall intensity-duration control of shallow landslides and debris flows. Landslides 5:3–17. https://doi.org/10.1007/s10346-007-0112-1
Hamza T, Raghuvanshi TK (2017) GIS-based landslide hazard evaluation and zonation – a case from Jeldu District, Central Ethiopia, GIS-based landslide hazard evaluation and zonation. J King Saud Univ - Sci 29(2):151–165. https://doi.org/10.1016/j.jksus.2016.05.002
Head KH (1980) Manual of soil laboratory testing. Volume I: soil classification and compaction tests. ISBN 0727313029, ISSN 01489062. https://doi.org/10.1016/0148-9062(81)90992-x
Henstra D, McBean G (2004) The role of government in services for natural disaster mitigation. Institute for Catastrophic Loss Reduction, Toronto, Canada
Hirotaka (2004) A fluidized landslide on a natural slope by artificial rainfall. Landslides 1:211–219
Ilufios W (2008) Geology of Kewo, Dedu, Hormat, Hamus Gebeya and Chercher of Addis Ababa map sheet (NC37-10). Unpublished Report, Addis Ababa
Iverson RM (2000) Landslide triggering by rain infiltration. Water Resour Res 36:1897–1910
Jibson RW (1989) Debris flow in southern Porto Rico. Geol Soc Am Spec Pap 236:29–55
Jibson RW, Harp EL, Michael JA (1998) A method for producing digital probabilistic seismic landslide hazard maps: an example from the Los Angeles, California area. Open-file report, USGS, Denver Federal Center, Denver, CO, USA, pp. 98–113. https://doi.org/10.3133/ofr98113
Jibson RW, Harp EL (2000) Michael JA (2000) A method for producing digital probabilistic seismic landslide hazard maps. Eng Geol 58(3–4):271–289
Kazmin V (1973) Geological map of Ethiopia. Ministry of Mines, Energy and Water Resources, 1st edn. Geological Survey of Ethiopia, Addis Ababa
Larsen MC, Simon A (1993) A rainfall intensity duration threshold for landslides in a humid-tropical environment: Puerto Rico: Geogr. Ann 75A:13–23
Lee S, Ryu JH, Min KD, Won JS (2003) Landslide susceptibility analysis using GIS and artificial neural network. Earth Surf Process Landf 28:1361–1376
Li JH, Zhang LM (2010) Geometric parameters and REV of a crack network in soil. Comput Geotech 37:466–475
Li JH, Zhang LM (2011) Study of desiccation crack initiation and development at ground surface. Eng Geol 123:347–358
Li JH, Zhang LM, Wang Y, Fredlund DG (2009) Permeability tensor and representative elementary volume of saturated cracked soil. Can Geotech J 46(8):928–942
Lollino G, Giordan D, Crosta GB, Corominas J, Azzam R, Wasowski J, Sciarra N (2015) Landslide processes. Eng Geol Soc Territory 2(January):1–2177. https://doi.org/10.1007/978-3-319-09057-3
Lu N, Godt JW (2013) Hillslope hydrology and stability. Cambridge University Press, Cambridge, UK, pp 1–458
Lu N, Likos WJ (2004a) Unsaturated soil mechanics. John Wiley & Sons
Lu N, Likos WJ (2004b) Rate of capillary rise in soils. J Geotech Geoenviron Eng 130(6):646–650
Meten M, PrakashBhandary N, Yatabe R (2015) Effect of landslide factor combinations on the prediction accuracy of landslide susceptibility maps in the Blue Nile Gorge of Central Ethiopia. Geoenvironmental Disasters. 2. https://doi.org/10.1186/s40677-015-0016-7
Montrasio L, Valentino R (2007) Experimental analysis and modeling of shallow landslides. Journal of Landslides 4:91–296. https://doi.org/10.1007/s10346-007-0082-3
Moreiras SM (2005) Climatic effect of ENSO associated with landslide occurrence in the Central Andes, Mendoza Province, Argentina. Landslides 2:53–59. https://doi.org/10.1007/s10346-005-0046-4
Morrissey MM, Wieczorek GF, Morgan BA (2001) A comparative analysis of hazard models for predicting debris flows in Madison county. Virginia (US Geological Survey Open File Report 01-67). US Department of the Interior, US Geological Survey, p. 7. https://doi.org/10.3133/ofr0167
Mualem Y (1976) A new model for predicting the hydraulic conductivity of unsaturated porous media. Water Resour Res 12(3):593–622
Ng CWW, Shi Q (1998) Influence of rainfall intensity and duration on slope stability in unsaturated soils. Q J Eng Geol 31(2):105–113
Olivares L, Damiano E (2007) Post-failure mechanics of landslides: laboratory investigation of flow slides in pyroclastic soils. J Geotech Geoenviron Eng 133(1):51–62. https://doi.org/10.1061/(ASCE)1090-0241(2007)133:1(51)
Orense RP, Shimoma S, Maeda K, Towhata I (2004) Instrumented model slope failure due to water seepage. J Nat Dis Sci 26:15–26
Petley DN (2012) Global patterns of loss of life from landslides. Geology 40(10):927–930. https://doi.org/10.1130/G33217
Petley DN, Hearn GJ, Hart A, Rosser NJ, Dunning SA, Oven K, Mitchell WA (2007) Trends in landslide occurrence in Nepal. Nat Hazards 43:23–44. https://doi.org/10.1007/s11069-006-9100-3
Petley DN (2014) The landslide blog. AGU (American Geophysical Union) Blogosphere. Available from http://www.blogs.agu.org. Accessed 19 Feb 2014
Pham HQ, Fredlund DG, Barbour SL (2005) A study of hysteresis models for soil-water characteristic curves. Can Geotech J 42:1548–1568
Pitts J (1985) An investigation of slope stability on the NTI campus, Singapore. Applied Research Project RPI/83. Nanyang Technological Institute: Singapore, p 54
Rahardjo H, Lim TT, Chang MF, Fredlund DG (1995) Shear strength characteristics of a residual soil. Can Geotech J 32(1):60–77
Rahardjo H, Li XW, Toll DG, Leong EC (2001) The effect of antecedent rainfall on slope stability. Geotech Geol Eng 19:371–399
Rayhani MHT, Yanful EK, Fakher A (2008) Physical modeling of desiccation cracking in plastic soils. Eng Geol 97:25–31
Sassa K (2006) Tokyo action plan—strengthening research and learning on landslides and related earth system disasters for global risk preparedness. Landslides 3:361–369
Sattari MT, Rezazadeh JA, Kusiak A (2017) Assessment of different methods for estimation of missing data in precipitation studies. Hydrol Res 48(4):1032–1044
Savage WZ, Godt JW, Baum RL (2004) Modeling time-dependent areal slope stability in landslides – evaluation and stabilization. In: Lacerda WA, et al. (eds) Proceedings of the 9th International Symposium on Landslides 1:23–26
Sidle RC, Ochiai H (2006) Landslides: Processes, Prediction, and Land Use, American Geophysical Union Water Resources Monograph 18, Washington, D.C.
Šimůnek J (2006) Models of water flow and solute transport in the unsaturated zone. In: Anderson MG (ed) Encyclopedia of Hydrological Sciences, vol 6. Wiley, Hoboken, NJ, p 78
Šimůnek J, van Genuchten MT, Šejna M (2018) The HYDRUS software package for simulating the two- and three-dimensional movement of water, heat, and multiple solutes in variably saturated porous media. Technical Manual Version 3.0. PC-Progress, Prague, Czech Republic
Te Chow V, David RM, Larry WM (1988) Applied hydrology. McGraw-Hill series in water resources and environmental engineering, New York
Terzaghi K, Peck RB, Mesri G (1996) Soil mechanics in engineering practice, 3rd edn. John Wiley & Sons Inc., New York, p 549
The World Bank (2010) Natural hazards unnatural disasters. The economics of effective prevention. Washington DC 20433. https://doi.org/10.1596/978-0-8213-8050-5. https://www.worldbank.org.
Tohari A, Nishigaki M, Komatsu M (2007) Laboratory rainfall-induced slope failure with moisture content measurement. J Geotech Geoenviron Eng 133(5):575–587. https://doi.org/10.1061/(ASCE)1090-0241(2007)133:5(575)
Tsaparas I, Rahardjo H, Toll DG, Leong EC (2002) Controlling parameters for rainfall-induced landslides. Comput Geotech 29(1):1–27
van Genuchten MT (1980) A closed-form equation for predicting the hydraulic conductivity of unsaturated soils. J Soil Sci Soc Am 44:892–898
Wang G, Sassa K (2001) Factors affecting rainfall-induced flow slides in laboratory flume tests. Géotechnique 51(7):587–599
Wesley LD (2010) Geotechnical engineering in residual soils. John Wiley & Sons Ltd, New York
Zhang LL, Fredlund DG, Zhang LM, Tang WH (2004) Numerical study of soil conditions under which matric suction can be maintained. Can Geotech J 41(4):569–582
Zhang L, Li J, Li X, Zhang J, Zhu H (2016) Rainfall-induced soil slope failure. in rainfall-induced soil slope failure. https://doi.org/10.1201/b20116
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Gidday, B.G., Ayothiraman, R., Ramaiah, B.J. et al. Physical and numerical modeling of rainfall triggered shallow landslides in central highlands, Ethiopia. Bull Eng Geol Environ 82, 239 (2023). https://doi.org/10.1007/s10064-023-03235-y
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DOI: https://doi.org/10.1007/s10064-023-03235-y