Toward improved prediction of the bedrock depth underneath hillslopes: Bayesian inference of the bottom-up control hypothesis using high-resolution topographic data

被引:19
作者
Gomes, Guilherme J. C. [1 ,2 ]
Vrugt, Jasper A. [2 ,3 ]
Vargas, Euripedes A., Jr. [1 ]
机构
[1] Pontificia Univ Catolica Rio de Janeiro, Dept Civil Engn, Rio De Janeiro, Brazil
[2] Univ Calif Irvine, Dept Civil & Environm Engn, Irvine, CA USA
[3] Univ Calif Irvine, Dept Earth Syst Sci, Irvine, CA USA
关键词
MONTE-CARLO-SIMULATION; ELECTRICAL-RESISTIVITY TOMOGRAPHY; RIO-DE-JANEIRO; SOIL DEPTH; TERRAIN ATTRIBUTES; SUBSURFACE STORMFLOW; SPATIAL-DISTRIBUTION; THRESHOLD RELATIONS; MODEL; THICKNESS;
D O I
10.1002/2015WR018147
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
The depth to bedrock controls a myriad of processes by influencing subsurface flow paths, erosion rates, soil moisture, and water uptake by plant roots. As hillslope interiors are very difficult and costly to illuminate and access, the topography of the bedrock surface is largely unknown. This essay is concerned with the prediction of spatial patterns in the depth to bedrock (DTB) using high-resolution topographic data, numerical modeling, and Bayesian analysis. Our DTB model builds on the bottom-up control on fresh-bedrock topography hypothesis of Rempe and Dietrich (2014) and includes a mass movement and bedrock-valley morphology term to extent the usefulness and general applicability of the model. We reconcile the DTB model with field observations using Bayesian analysis with the DREAM algorithm. We investigate explicitly the benefits of using spatially distributed parameter values to account implicitly, and in a relatively simple way, for rock mass heterogeneities that are very difficult, if not impossible, to characterize adequately in the field. We illustrate our method using an artificial data set of bedrock depth observations and then evaluate our DTB model with real-world data collected at the Papagaio river basin in Rio de Janeiro, Brazil. Our results demonstrate that the DTB model predicts accurately the observed bedrock depth data. The posterior mean DTB simulation is shown to be in good agreement with the measured data. The posterior prediction uncertainty of the DTB model can be propagated forward through hydromechanical models to derive probabilistic estimates of factors of safety.
引用
收藏
页码:3085 / 3112
页数:28
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