HIRESSS: a physically based slope stability simulator for HPC applications
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Published:2013-01-25
Issue:1
Volume:13
Page:151-166
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ISSN:1684-9981
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Container-title:Natural Hazards and Earth System Sciences
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language:en
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Short-container-title:Nat. Hazards Earth Syst. Sci.
Author:
Rossi G., Catani F.ORCID, Leoni L., Segoni S., Tofani V.
Abstract
Abstract. HIRESSS (HIgh REsolution Slope Stability Simulator) is a physically based distributed slope stability simulator for analyzing shallow landslide triggering conditions in real time and on large areas using parallel computational techniques. The physical model proposed is composed of two parts: hydrological and geotechnical. The hydrological model receives the rainfall data as dynamical input and provides the pressure head as perturbation to the geotechnical stability model that computes the factor of safety (FS) in probabilistic terms. The hydrological model is based on an analytical solution of an approximated form of the Richards equation under the wet condition hypothesis and it is introduced as a modeled form of hydraulic diffusivity to improve the hydrological response. The geotechnical stability model is based on an infinite slope model that takes into account the unsaturated soil condition. During the slope stability analysis the proposed model takes into account the increase in strength and cohesion due to matric suction in unsaturated soil, where the pressure head is negative. Moreover, the soil mass variation on partially saturated soil caused by water infiltration is modeled. The model is then inserted into a Monte Carlo simulation, to manage the typical uncertainty in the values of the input geotechnical and hydrological parameters, which is a common weak point of deterministic models. The Monte Carlo simulation manages a probability distribution of input parameters providing results in terms of slope failure probability. The developed software uses the computational power offered by multicore and multiprocessor hardware, from modern workstations to supercomputing facilities (HPC), to achieve the simulation in reasonable runtimes, compatible with civil protection real time monitoring. A first test of HIRESSS in three different areas is presented to evaluate the reliability of the results and the runtime performance on large areas.
Publisher
Copernicus GmbH
Subject
General Earth and Planetary Sciences
Reference43 articles.
1. Amoozegar, A.: Compact constant head permeameter for measuring saturated hydraulic conductivity of the vadose zone, Soil Sci. Soc. Am. J., 53, 1356–1361, 1989. 2. Apip, Takara, K., Yamashiki, Y., Sassa, K., Ibrahim, A. B., and Fukuoka, H.: A distributed hydrological–geotechnical model using satellite-derived rainfall estimates for shallow landslide prediction system at a catchment scale, Landslides, 7, 237–258, https://doi.org/10.1007/s10346-010-0214-z, 2010. 3. Baum, R. L. and Godt, J. W.: Early warning of rainfall-induced shallow landslides and debris flows in the USA, Landslides, 7, 259–272, 2010. 4. Baum, R., Savage, W., and Godt, J.: Trigrs: A fortran program for transient rainfall infiltration and gridbased regional slope-stability analysis. Open-file Report, US Geological Survey, 2002. 5. Baum, R., Coe, J., Godt, J., Harp, E., Reid, M., Savage, W., Schulz, W., Brien, D., Chleborad, A., McKenna, J., and Michael, J.: Regional landslide-hazard assessment for Seattle, Washington, USA, Landslides, 2, 266–279, 2005.
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