Abstract
AbstractRainfall-induced shallow landslides often turn into flows. These phenomena occur worldwide and pose severe hazard to infrastructure and human lives on mountainous areas. Risk assessment, and the design of mitigation measures, can both be informed by back-analysis of previous events. However, shallow instabilities are frequently spread over a large area, with the generated flows occurring in sequences, or surges. Conventionally, back-analysis exercises tackle the problem by simulating runout as a single event, with all surges happening simultaneously. This simplification has repercussions that have not been explored in the literature so far, and whose impact in hazard assessment practice is unclear. Therefore, a novel time-resolving procedure is proposed in this paper, which can for the first time be applied to resolve instability sequences of arbitrary duration. The methodology discretizes the event, detecting instabilities at equally spaced time intervals as a function of rainfall. Thanks to this, the post-failure behaviour of each surge can be tracked by a runout model, with a separate simulation performed every time a new instability is detected. The methodology robustness is tested on two documented case studies. The results reveal that, under some conditions, the time-resolving procedure can lead to significantly different results in terms of runout path, flooded area, and flow heights. This leads to criticism on how back-analysis is conventionally applied, prompting for a review of historical cases.
Publisher
Springer Science and Business Media LLC
Subject
Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology
Reference65 articles.
1. Aaron J, McDougall S, Moore JR, Coe JA, Hungr O (2017) The role of initial coherence and path materials in the dynamics of three rock avalanche case histories. Geoenviron Disasters 4(1):5
2. Anagnostopoulos GG, Fatichi S, Burlando P (2015) An advanced process-based distributed model for the investigation of rainfall-induced landslides: the effect of process representation and boundary conditions. Water Resour Res 51(9):7501–7523
3. Armanini A, Fraccarollo L, Rosatti G (2009) Two-dimensional simulation of debris flows in erodible channels. Comput Geosci 35(5):993–1006
4. Barnhart KR, Jones RP, George DL, McArdell BW, Rengers FK, Staley DM, Kean JW (2021) Multi-model comparison of computed debris flow runout for the 9 January 2018 Montecito, California post-wildfire event. J Geophys Res Earth Surf 126:12
5. 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. US Geol Surv Open-File Rep 75:1159
Cited by
3 articles.
订阅此论文施引文献
订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献