Early warning of rainfall-induced landslides based on empirical mobility function predictor

Abstract A stochastic real time predictor of rainfall-induced landslides has been developed. It couples the empirical slope stability model FLaIR with a point rainfall stochastic model. FLaIR model introduces a slope mobility function which links the occurrence of a slide movement to the characteristics of antecedent rainfall. Point rainfall external intermittence, namely the alternation of storms and dry periods, is modeled as an alternating renewal process (ARP). The properties of the ARP allow to assume that, during a storm, the future evolution of the mobility function depends only, in stochastic sense, on the hyetograph observed after the beginning of the ongoing storm (internal intermittence). Thus, the expected value of the mobility function is empirically evaluated by selecting, from the historical data set, only the storms with characteristics similar to the ongoing one. The predictor has been calibrated and validated on the basis of a nearly 48 years long hourly rainfall data record, collected by the rain gauge of Lanzo, in Northern Italy, close to the slope of Pessinetto, where six earth flows occurred during the observation period. The obtained results show that the proposed model provides reliable real time predictions of the slope mobility function up to a lead time of 6 h. The proposed predictor has been also tested as a part of an early warning system against earth flows to be operated at the slope of Pessinetto, by defining two threshold values of the mobility function, corresponding to alert and alarm levels, respectively. The obtained results show that, by properly setting the levels of probability of exceeding the two thresholds, at which the corresponding messages are launched by the system, it is possible, with a low number of false and missing messages, to gain some hours for effectively activating risk mitigation procedures.

[1]  J. Godt,et al.  Early warning of rainfall-induced shallow landslides and debris flows in the USA , 2010 .

[2]  Martin F. Lambert,et al.  A point rainfall model for risk-based design , 2001 .

[3]  Paul S. P. Cowpertwait,et al.  Further developments of the neyman‐scott clustered point process for modeling rainfall , 1991 .

[4]  G. S. Mudholkar,et al.  On the conventional wisdom regarding two consistent tests of bivariate independence , 2003 .

[5]  G. Braca,et al.  Identification of hazard conditions for mudflow occurrence by hydrological model: Application of FLaIR model to Sarno warning system , 2004 .

[6]  Valerie Isham,et al.  Some models for rainfall based on stochastic point processes , 1987, Proceedings of the Royal Society of London. A. Mathematical and Physical Sciences.

[7]  M. Rossi,et al.  The rainfall intensity–duration control of shallow landslides and debris flows: an update , 2008 .

[8]  Davide Tiranti,et al.  Application of the MoniFLaIR early warning system for rainfall-induced landslides in Piedmont region (Italy) , 2010 .

[9]  Florian Pappenberger,et al.  Operational early warning systems for water-related hazards in Europe , 2012 .

[10]  Christian Onof,et al.  Rainfall disaggregation using adjusting procedures on a Poisson cluster model , 2001 .

[11]  G. Wieczorek,et al.  Debris-flow hazards in the Blue Ridge of central Virginia , 2000 .

[12]  Francesco Veneri,et al.  Area-scale landslide hazard and risk assessment , 2006 .

[13]  P. Reichenbach,et al.  Comparing landslide inventory maps , 2008 .

[14]  R. Beighley,et al.  GIS‐based regional landslide susceptibility mapping: a case study in southern California , 2008 .

[15]  Peter S. Eagleson,et al.  Climate, soil, and vegetation: 2. The distribution of annual precipitation derived from observed storm sequences , 1978 .

[16]  Giovanna Capparelli,et al.  Modelling the rainfall-induced mobilization of a large slope movement in northern Calabria , 2012, Natural Hazards.

[17]  Daniele Veneziano,et al.  Multifractality of rainfall and scaling of intensity‐duration‐frequency curves , 2002 .

[18]  Pasquale Versace,et al.  Real-time estimation of hazard for landslides triggered by rainfall , 1998 .

[19]  Rex L. Baum,et al.  A prototype system for forecasting landslides in the Seattle, Washington, area , 2008 .

[20]  J. Kiefer,et al.  DISTRIBUTION FREE TESTS OF INDEPENDENCE BASED ON THE SAMPLE DISTRIBUTION FUNCTION , 1961 .

[21]  Landslide hazard zonation mapping and comparative analysis of hazard zonation maps , 2008 .

[22]  P. E. O'Connell,et al.  Stochastic point process modelling of rainfall. I. Single-site fitting and validation , 1996 .

[23]  Minoru Yamanaka,et al.  Predictive modelling of rainfall-induced landslide hazard in the Lesser Himalaya of Nepal based on weights-of-evidence , 2008 .

[24]  Pasquale Versace,et al.  A real time forecasting model for landslides triggered by rainfall , 1996 .

[25]  C. J. Westen,et al.  Qualitative landslide susceptibility assessment by multicriteria analysis: A case study from San Antonio del Sur, Guantánamo, Cuba , 2008 .

[26]  Su-chin Chen,et al.  Determining landslide susceptibility in Central Taiwan from rainfall and six site factors using the analytical hierarchy process method. , 2009 .

[27]  David M. Cruden,et al.  LANDSLIDE TYPES AND PROCESSES , 1958 .

[28]  Giovanna Capparelli,et al.  Forewarning model for landslides triggered by rainfall based on the analysis of historical data file , 2003 .

[29]  W. M. Brown,et al.  Real-Time Landslide Warning During Heavy Rainfall , 1987, Science.

[30]  Murugesu Sivapalan,et al.  Modeling of rainfall time series and extremes using bounded random cascades and levy‐stable distributions , 2000 .

[31]  Raymond C. Wilson Operation of a landslide warning system during the California storm sequence of January and February 1993 , 1997 .

[32]  Giovanna Capparelli,et al.  FLaIR and SUSHI: two mathematical models for early warning of landslides induced by rainfall , 2011 .

[33]  M. Rossi,et al.  Rainfall thresholds for the initiation of landslides in central and southern Europe , 2007 .

[34]  A Point Rainfall Generator With Internal Storm Structure , 1986 .

[35]  R. Rosso,et al.  A simple model of rain in time: An alternating renewal process of wet and dry states with a fractional (non-Gaussian) rain intensity , 2007 .

[36]  Demetris Koutsoyiannis,et al.  Deterministic chaos versus stochasticity in analysis and modeling of point rainfall series , 1996 .

[37]  H. Wheater,et al.  Modelling of British rainfall using a random parameter Bartlett-Lewis Rectangular Pulse Model , 1993 .