Parameter Uncertainty in Shallow Rainfall-Triggered Landslide Modeling at Basin Scale: a Probabilistic Approach

被引:22
作者
Arnone, E. [1 ,2 ]
Dialynas, Y. G. [2 ]
Noto, L. V. [1 ]
Bras, R. L. [2 ]
机构
[1] Univ Palermo, Dipartimento Ingn Civile, Viale Sci Ed 8, I-90128 Palermo, Italy
[2] Georgia Inst Technol, Sch Civil & Environm Engn, Atlanta, GA 30332 USA
来源
THIRD ITALIAN WORKSHOP ON LANDSLIDES: HYDROLOGICAL RESPONSE OF SLOPES THROUGH PHYSICAL EXPERIMENTS, FIELD MONITORING AND MATHEMATICAL MODELING | 2014年 / 9卷
基金
美国国家科学基金会;
关键词
Rainfall-Triggered Landslides; Hydrological Modeling; Uncertainty; Probability; PUERTO-RICO; SLOPE STABILITY; HYDRAULIC CONDUCTIVITY; SOIL; DISTURBANCE; VEGETATION;
D O I
10.1016/j.proeps.2014.06.003
中图分类号
P3 [地球物理学]; P59 [地球化学];
学科分类号
0708 ; 070902 ;
摘要
This study proposes a methodology to account for the uncertainty of hydrological and mechanical parameters in coupled distributed hydrological-stability models for shallow landslide assessment. A probabilistic approach was implemented in an existing eco-hydrological and landslide model by randomizing soil cohesion, friction angle and soil retention parameters. The model estimates the probability of failure through an assumed theoretical Factor of Safety (FS) distribution, conditioned on soil moisture content. The time-dependent and spatially distributed FS statistics are approximated by the First Order Second Moment (FOSM) method. The model was applied to the Rio Mameyes Basin, located in the Luquillo Experimental Forest in Puerto Rico. (C) 2014 Elsevier B.V.
引用
收藏
页码:101 / 111
页数:11
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