Present-day land subsidence rates, surface faulting hazard and risk in Mexico City with 2014-2020 Sentinel-1 IW InSAR

被引:141
|
作者
Cigna, Francesca [1 ]
Tapete, Deodato [1 ]
机构
[1] Italian Space Agcy ASI, Via Politecn Snc, I-00133 Rome, Italy
基金
美国国家航空航天局;
关键词
Land subsidence; Groundwater pumping; Aquifer depletion; Ground settlement; Surface faulting; Flooding; Mexico; InSAR; SBAS; Sentinel-1; SAR; PERSISTENT SCATTERER INTERFEROMETRY; LONG-TERM SUBSIDENCE; TIME-SERIES ANALYSIS; GROUND SUBSIDENCE; RADAR INTERFEROMETRY; AQUIFER-SYSTEM; DINSAR DATA; ON-DEMAND; DEFORMATION; RETRIEVAL;
D O I
10.1016/j.rse.2020.112161
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Among the fastest sinking cities globally, the metropolitan area of Mexico City is the target of an unprecedented satellite investigation based on over 300 Sentinel-1 Synthetic Aperture Radar (SAR) Interferometric Wide swath mode scenes acquired in 2014-2020. Two-pass differential Interferometric SAR (InSAR) and the parallelized Small BAseline Subset (SBAS) repeat-pass InSAR approach provide a complete account of spatial patterns, long-term trend and present-day settlement rates affecting the city. The 3D deformation field reveals that foremost is the role of the vertical velocity V-U, with peaks of -38.7 cm/year in Nezahualcoyotl, -32.0 cm/year in Gustavo A. Madero and Venustiano Carranza, and -39.1 cm/year in Iztapalapa. Settlement at the metropolitan Cathedral in Cuauhte ' moc is ongoing at up to -8.8 cm/year, consistently with the last six decades. Volcanic edifices mark ground stability "islets" inside the main subsidence bowls. East-west rates are limited, except for some horizontal strain (up to +/- 5 cm/year) within the subsidence bowls. Comparison with surface geology and geotechnical zoning confirms that aquitard compaction is the predominant process. The power relationship between V-U [cm/year] and the thickness of lacustrine clay deposits H-C [m] is: V-U = 1/76*H-C(1.8). The 2019-2020 deformation scenario shows that subsidence still involves most of Nezahualcoyotl, with -3.0 cm/month VU. A well-defined long-term deformation behaviour comes out from 2014-2019 InSAR time series and comparison with 2008-2020 GPS data. RMSE of 0.9 cm is found at MMX1 station deployed within the lacustrine unit, and 0.6 cm at TNGF station onto hard volcanic rocks. The sharpest subsidence gradients and angular distortions beta in 2017-2019 (up to over 1/400, i.e. 0.14 degrees) - thus the greatest vulnerability to surface faulting and cracking as a consequence of large tensile stress in the soil caused by differential settlement - are found at the foothills of Sierra de Santa Catarina, Penon del Marques, Cerro Chimalhuachi, Penon de los Banos and Sierra de Chichinautzin, where the transition unit is narrower (or absent). Faults and cracks develop where beta > 1/3000, i.e. 0.03%, in 2017-2019. The observed width of the influence zone (i.e. damage band), where beta is still significant to induce damage, is 250 m. Differential settlement and surface faulting could compromise the serviceability of housing and utility infrastructure. It is estimated that over 457,000 properties and 1.5 million inhabitants of the Valley of Mexico Metropolitan Area (ZMVM) are in zones at high to very high surface faulting risk, mainly in Iztapalapa, Tlahuac, Chimalhuacan and Chalco. Increased flood exposure due to formation of topographic depressions involves over 751,000 properties and -2.7 million inhabitants of the ZMVM, mainly in Nezahualcoyotl, Tlahuac, Venustiano Carranza, Iztapalapa, Gustavo A. Madero and Ecatepec de Morelos. These municipalities are often hit by catastrophic floods.
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页数:19
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