Space geodetic monitoring of engineered structures: The ongoing destabilization of the Mosul dam, Iraq

被引:75
|
作者
Milillo, Pietro [1 ]
Burgmann, Roland [2 ]
Lundgren, Paul [1 ]
Salzer, Jacqueline [3 ]
Perissin, Daniele [4 ]
Fielding, Eric [1 ]
Biondi, Filippo [5 ]
Milillo, Giovanni [6 ]
机构
[1] CALTECH, Jet Prop Lab, NASA, 4800 Oak Grove Dr, Pasadena, CA 91109 USA
[2] Univ Calif Berkeley, Dept Earth & Planetary Sci, 389 McCone Hall, Berkeley, CA 94720 USA
[3] GFZ German Res Ctr Geosci Phys Earthquakes & Volc, D-14473 Potsdam, Germany
[4] Purdue Univ, Lyles Sch Civil Engn, 550 Stadium Mall Dr, W Lafayette, IN 47907 USA
[5] Univ Aquila, Laquila, AO, Italy
[6] Italian Space Agcy, I-75100 Matera, MT, Italy
来源
SCIENTIFIC REPORTS | 2016年 / 6卷
基金
美国国家航空航天局;
关键词
D O I
10.1038/srep37408
中图分类号
O [数理科学和化学]; P [天文学、地球科学]; Q [生物科学]; N [自然科学总论];
学科分类号
07 ; 0710 ; 09 ;
摘要
We present a detailed survey of the ongoing destabilization process of the Mosul dam. The dam is located on the Tigris river and is the biggest hydraulic structure in Iraq. From a geological point of view the dam foundation is poor due to a site geology formed by alternating strata of highly soluble materials including gypsum, anhydrite, marl and limestone. Here we present the first multi-sensor cumulative deformation map for the dam generated from space-based interferometric synthetic aperture radar measurements from the Italian constellation COSMO-SkyMed and the European sensor Sentinel-1a over the period 2014-2016 that we compare to an older dataset spanning 2004-2010 acquired with the European Envisat satellite. We found that deformation was rapid during 2004-2010, slowed in 2012-2014 and increased since August 2014 when grouting operations stopped due to the temporary capture of the dam by the self proclaimed Islamic State. We model the inferred deformation using a Markov chain Monte Carlo approach to solve for change in volume for simple tensile dislocations. Results from recent and historical geodetic datasets suggests that the volume dissolution rate remains constant when the equivalent volume of total concrete injected during re-grouting operations is included in the calculations.
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页数:7
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