Triggering conditions and mobility of debris flows associated to complex earthflows

被引:100
作者
Malet, JP
Laigle, D
Remâitre, A
Maquaire, O
机构
[1] Univ Strasbourg, CNRS, Inst Global Phys, Sch Observ Earth Sci,UMR 7516, F-67084 Strasbourg, France
[2] Irstea, Snow Avalanche & Torrent Control Res Unit, F-38042 Grenoble, France
关键词
earthflow; debris flow; modeling; rheology; runout; hazard assessment;
D O I
10.1016/j.geomorph.2004.09.014
中图分类号
P9 [自然地理学];
学科分类号
0705 ; 070501 ;
摘要
Landslides on black marl slopes of the French Alps are, in most cases, complex catastrophic failures in which the initial structural slides transform into slow-moving earthflows. Under specific hydrological conditions, these earthflows can transform into debris flows. Due to their sediment volume and their high mobility, debris flow induced by landslides are far much dangerous than these resulting from continuous erosive processes. A fundamental point to correctly delineate the area exposed to debris flows on the alluvial fans is therefore to understand why and how some earthflows transform into debris flow while most of them stabilize. In this paper, a case of transformation from earthflow to debris flow is presented and analysed. An approach combining geomorphology, hydrology, geotechnics and rheology is adopted to model the debris flow initiation (failure stage) and its runout (postfailure stage). Using the Super-Sauze earthflow (Alpes-de-Haute-Provence, France) as a case study, the objective is to characterize the hydrological and mechanical conditions leading to debris flow initiation in such cohesive material. Results show a very good agreement between the observed runout distances and these calculated using the debris flow modeling code Cemagref 1-D. The deposit thickness in the depositional area and the velocities of the debris flows are also well reproduced. Furthermore, a dynamic slope stability analysis shows that conditions in the debris source area under average pore water pressures and moisture contents are close to failure. A small excess of water can therefore initiate failure. Seepage analysis is used to estimate the volume of debris that can be released for several hydroclimatic conditions. The failed volumes are then introduced in the Cemagref I-D runout code to propose debris flow hazard scenarios. Results show that clayey earthflow can transform under 5-year return period rainfall conditions into 1-km runout debris flow of volumes ranging between 2000 to 5000 m (3). Slope failures induced by 25-year return period rainfall can trigger large debris flow events (30,000 to 50,000 m 3) that can reach the alluvial fan and cause damage. (c) 2004 Elsevier B.V. All rights reserved.
引用
收藏
页码:215 / 235
页数:21
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