Risk assessment for tailings dams in Brumadinho of Brazil using InSAR time series approach

被引:68
作者
Du, Zheyuan [1 ]
Ge, Linlin [1 ]
Ng, Alex Hay-Man [1 ,2 ]
Zhu, Qinggaozi [3 ]
Horgan, Finbarr G. [4 ]
Zhang, Qi [1 ]
机构
[1] UNSW Australia, Sch Civil & Environm Engn, Geosci & Earth Observing Syst Grp GEOS, Sydney, NSW, Australia
[2] Guangdong Univ Technol, Dept Surveying Engn, Guangzhou, Peoples R China
[3] New South Wales Dept Primary Ind, Parramatta, NSW, Australia
[4] EcoLaVerna Integral Restorat Ecol, Kildinan, Cork, Ireland
基金
澳大利亚研究理事会;
关键词
InSAR; Simulated annealing; Subsidence; Measurement pixel; DIFFERENTIAL SAR INTERFEROMETRY; SURFACE DEFORMATION; LAND SUBSIDENCE; BANDUNG BASIN; SETTLEMENT; CHINA;
D O I
10.1016/j.scitotenv.2020.137125
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Tailings dams are usually ponds bounded by valleys or surrounding topography to store mining or other chemical industrial waste. On 25 January 2019, the collapse of a tailings dam at the Corrego do Feijao iron ore mine (Brumadinho, Minas Gerais, Brazil) released about 12 million m(3) of tailings, killing over 240 people and posing a considerable and ongoing environmental threat. The stability of tailings dam monitoring is very important and in the present paper, a new InSAR (Synthetic Aperture Radar Interferometry) time series approach is proposed to derive ground displacement maps for use in dam safety monitoring. Compared with the other solutions, the unique feature of the proposed method is that: 1) the new Measurement Pixel (MP) selection criteria has the potential to include relatively more accurate MP pixels and build a more robust network, 2) the multi-level grading system makes it possible to add the MP pixels into the main network step-by-step with external control, and 3) the computing efficiency can be improved by strategically reducing the iteration times. The proposed approach was tested on both simulated and real data. Results show that the Simulated Annealing (SA) method normally has a more accurate estimation as compared to the Quasi-Newton (QN) method, despite its longer processing time. Detailed analysis of the displacement maps was conducted to determine the subsidence processes that result from dam construction. Crown Copyright (c) 2020 Published by Elsevier B.V. All rights reserved.
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页数:13
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