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Rockfall Hazard Assessment Using RAMMS for the SE Facing Escarpment of Manikaran, Himachal Pradesh, India

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Recent Technologies for Disaster Management and Risk Reduction

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Abstract

Several rockfall events occurred in the Manikaran town and surrounding area of Kullu district, Himachal Pradesh, India, due to heavy monsoon rains and snow melting on the mountain peaks. One major rockfall event occurred near the historical Gurudwara and Shiv Temple located in Manikaran town on August 2015, killing nearly more than 10 people and injuring 15 people sleeping in the Sarai of Gurudwara. Every year during monsoon season numerous rockfall events happen in Gargi Village which is situated uphill approximately 1.5 km from the base of Parvati River at Manikaran and many a times rock blocks topple up to Manikaran. The SE facing escarpment of Manikaran town is prone to landslide activity which needs to be monitored in order to prevent loss of life. In this study, we present geological investigation and geomorphological zonation mapping of the rockfall site which was done depicting forest cover, terrain material, identification of the detachment rock mass and certain possible invasion areas of future landslide blocks. Remote sensing and GIS platforms were used to map older scarp retreat in the main rockfall body of Manikaran Landslide for the past 40 years. We used RAMMS (Rapid mass movements: Rockfall Module) for rockfall trajectory simulations of rockfall event of August 2015 in Manikaran town. Based on field investigation of boulders (of rockfall) lying on the uphill slope, two boulder sizes are selected for simulation one for small volume of rocks (6.4 m3) and second for large volume of rocks (32 m3). We found that once rockfall starts it take ~8.2 s for 32 m3 rocks to reach the base at Manikaran town. The jump height of rock blocks during rockfall is very high >40 m which cannot be stopped by building any engineering design wall. The maximum total kinetic energy of >6000 kJ for 6.4 m3 and >200,000 kJ for 32 m3 has been observed in the numerical analysis with the maximum runout distance up to 1200 m. Due to pilgrim rush to Manikaran Gurudwara and Shiv Temple, the periodic rockfall events during monsoon season poses a grave danger to the life of people and infrastructure of Manikaran town. We prepared a rockfall hazard map of Manikaran town based on the results of RAAMS which demarcate unsafe, moderately safe and safe zones in terms of rockfall events from the SE facing escarpment. We propose an early warning landslide system to be installed in the Manikaran town for real-time monitoring and prediction of rockfall events.

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References

  • Agliardi F, Crosta GB (2003) High resolution three-dimensional numerical modeling of rockfalls. Int J Rock Mech Min Sci 40:455–471. https://doi.org/10.1016/S1365-1609(03)00021-2

    Article  Google Scholar 

  • Basson FRP (2012) Rigid body dynamics for rock fall trajectory simulation. American Rock Mechanics Association. In: Geomechanics symposium held in Chicago, USA, pp 12–267

    Google Scholar 

  • Bhargava ON, Srikantia SV (1998) Geology of Himachal Pradesh. Geological Society of India, Bangalore, India, pp 51–52

    Google Scholar 

  • Bühler Y, Christen M, Kowalski J, Bartelt P (2011) Sensitivity of snow avalanche simulations to digital elevation model quality and resolution. Ann Glaciol 52(58):72–80

    Article  Google Scholar 

  • Borella J, Quigley M, Vick L (2016) Anthropocene rockfalls travel farther than prehistoric predecessors. Sci Adv 2:e1600969. https://doi.org/10.1126/sciadv.1600969

    Article  Google Scholar 

  • Bourrier F, Dorren L, Nicot F, Berger F, Darve F (2009) Towards objective rockfall trajectory simulation using a stochastic impact model. Geomorphology 110:68–79

    Article  Google Scholar 

  • Christen M, Bartelt P, Gruber U (2007) RAMMS—a modelling system for snow avalanches, debris flows and rockfalls based on IDL. PFG Photogrammetrie–Fernerkundung–Geoinformation 4: 289–292

    Google Scholar 

  • Christen M, Bühler Y, Bartelt P, Leine R, Glover J, Schweizer A, McArdell B, Gerber W, Deubelbeiss Y, Feistl T, Volkwein A (2012) Numerical simulation tool “RAMMS” for gravitational natural hazards. In: Proceedings of the 12th interpraevent congress. Grenoble, France, pp 77–86

    Google Scholar 

  • Cruden DM, Varnes DJ (1996) Chapter 3-landslide types and processes. In: Landslides: investigation and mitigation. Transportation Research Board, pp 36–75

    Google Scholar 

  • Dorren LKA (2003) A review of rockfall mechanics and modelling approaches. Prog Phys Geogr 27:69–87

    Article  Google Scholar 

  • Dorren LKA, Maier B, Putters US, Seijmonsbergen AC (2004) Combining field and modelling techniques to assess rockfall dynamics on a protection forest hillslope in the European Alps. Geomorphology 57:151–167

    Article  Google Scholar 

  • Dorren LKA, Maier B, Putters US (2006) Real-size experiments and 3-D simulation of rockfall on forested and non-forested slopes. Nat Hazards Earth Syst Sci 6:145–153

    Article  Google Scholar 

  • Evans SG, Hungr O (1993) The assessment of rockfall hazard at the base of talus slopes. Can Geotech J 30:620–636

    Article  Google Scholar 

  • Geological Survey of India 1991. Geothermal Atlas of India (Special Publication No. 19)

    Google Scholar 

  • Guzzetti F, Crosta G, Detti R, Agliardi F (2002) STONE: a computer program for the three dimensional simulation of rock-falls. Comput Geosci 28:1079–1093

    Article  Google Scholar 

  • Guzzetti F, Reichenbach P, Wieczorek GF (2003) Rockfall hazard and risk assessment in the Yosemite Valley, California, USA. Nat Hazards Earth Syst Sci 3:491–503

    Article  Google Scholar 

  • Hungr O, Evans S, Hazzard J (1999) Magnitude and frequency of rockfalls and rock slides along the main transportation corridors of south-western British Columbia. Can Geotech J 36:224–238

    Article  Google Scholar 

  • Lan H, Martin D, Lim C (2007) RockFall analyst: a GIS extension for three-dimensional and spatially distributed rockfall hazard modeling. Comput Geosci 33:262–279

    Article  Google Scholar 

  • Leine RI, Schweizer A, Christen M, Glover J, Bartelt P, Gerber W (2013) Simulation of rockfall trajectories with consideration of rock shape. Multibody SysDyn 32(2):241–271

    Article  Google Scholar 

  • Mohr H (2015) Geologischer Bericht Sturzmodellierung Mit ROFMOD4.2, Büro für Technische Geologie AG, Schweiz

    Google Scholar 

  • Porter SC, Orombelli G (1981) Alpine rockfall hazards: Recognition and dating of rockfall deposits in the western Italian Alps lead to an understanding of the potential hazards of giant rockfalls in mountainous regions. Am Sci 69:67–75

    Google Scholar 

  • Siddique T, Pradhan S, Vishal V (2019). Rockfall: a specific case of landslide. In: Landslides: theory, practice and modelling, advances in natural and technological hazards research, vol 50. https://doi.org/10.1007/978-3-319-77377-3_4

  • Singh J, Thakur M (2019) Landslide stability assessment along Panchkula–Morni road, Nahan salient, NW Himalaya, India. J Earth Syst Sci 128(6): 0–15. https://doi.org/10.1007/s12040-019-1181-y

  • Sinha KA, Misra DK, Paul SK (1997) Geology and tectonic features of Kulu and Spiti-Lahaul sector of NW Himalaya. Hmalayan Geol 18:1–16

    Google Scholar 

  • Spang R, Sönser T (1995) Optimized rockfall protection by ‘rockfall’. In: Proceedings of the 8th international conference on rock mechanics, A.A. Balkema, Tokyo, Rotterdam, pp 1233–1242

    Google Scholar 

  • Stock GM, Luco N, Collins BD, Harp EL, Reichenbach P, Frankel KL (2014) Quantitative rock-fall hazard and risk assessment for Yosemite Valley, Yosemite National Park, California, US geological survey scientific investigations report 2014–5129, US geological survey, Reston, VA, p 52. https://doi.org/10.3133/sir20145129

  • Turner AK, Duffy JD (2012) Modeling and prediction of rockfall. In: Turner AK, Schuster RL (eds) Rockfall: characterization and control. Transportation Research Board, National Research Council, Washington, DC, pp 334–406

    Google Scholar 

  • User manual, RAMMS: Rockfall module, WSL Institute for Snow and Avalanche Research SLF, Davos, Birmensdorf, Switzerland. Available online: https://ramms.slf.ch/ramms/index.php?option=com_content&view=article&id=66&itmid=93. Accessed 20 Dec 2019

  • Varnes DJ (1978) Slope movement types and processes. In: Schuster RL, Krizek RL (eds) Landslides: analysis and control, special report 176, Transportation Research Board, National Research Council, Washington, pp 11–33

    Google Scholar 

  • Verma AK, Sardana S, Sharma P, Dinpuia L, Singh TN (2019) Investigation of rockfall-prone road cut slope near Lengpui Airport, Mizoram, India. Int J Rock Mech Geotech Eng 11:146–158

    Article  Google Scholar 

  • Wieczorek GF (2002) Catastrophic rockfalls and rockslides in the Sierra Nevada, USA. Geol Soc Am Rev Eng Geol 15:1–26

    Article  Google Scholar 

  • Wieczorek GF, Stock GM, Reichenbach P, Snyder JB, Borchers JW, Godt JW (2008) Investigation and hazard assessment of the 2003 and 2007 Staircase Falls rock falls, Yosemite National Park, California, USA. Nat Hazards Earth Syst Sci 8:421–432. https://doi.org/10.5194/nhess-8-421-2008

    Article  Google Scholar 

Download references

Acknowledgements

We are thankful to WSL Institute for Snow and Avalanche Research SLF, Davos, Birmensdorf, Switzerland, for providing the RAMMS: ROCKFALL module under the licence for academic research. We are thankful to the Chairperson, Department of Geology, Panjab University, Chandigarh, for logistic support for the field work. The study is a part of early warning system project for Manikaran supported by Ministry of Science and Technology, DST project by Govt. of India, project no. NGP/LS/MaheshThakur/TPN-34319/2019(C). We thank Mr. Abhishek Kralia, Mr. Gurwinder Singh Abhaypal and Ms. Samriddhi Sharma for their assistance during the field work.

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Dhiman, R.K., Thakur, M. (2021). Rockfall Hazard Assessment Using RAMMS for the SE Facing Escarpment of Manikaran, Himachal Pradesh, India. In: Rai, P.K., Singh, P., Mishra, V.N. (eds) Recent Technologies for Disaster Management and Risk Reduction. Earth and Environmental Sciences Library. Springer, Cham. https://doi.org/10.1007/978-3-030-76116-5_4

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