Application of DInSAR-PSI Technology for Deformation Monitoring of the Mosul Dam, Iraq

• Published in: Remote sensing (Basel, Switzerland) Vol. 11; no. 22; p. 2632
• Main Authors: Othman, Arsalan Ahmed, Al- Maamar, Ahmed F., Al-Manmi, Diary Ali Mohammed, Liesenberg, Veraldo, Hasan, Syed E., Al-Saady, Younus I., Shihab, Ahmed T., Khwedim, Kareem
• Format: Journal Article
• Language: English
• Published: Basel MDPI AG 01-11-2019
• Subjects: Civil engineering; Construction; Dam safety; Dams; Deformation; dinsar; Earthquakes; Floods; Frequency dependence; Geology; Gypsum; Interferometry; iraq; Monitoring; Monitoring methods; mosul dam; Precipitation; psi; Remote sensing; Risk management; Sediments; Seismic engineering; Sinkholes; Subsidence; Synthetic aperture radar; Velocity; Water levels; Water storage; Mosul Iraq; Tigris River; Iraq
• ISSN: 2072-4292; 2072-4292
• DOI: 10.3390/rs11222632

On-going monitoring of deformation of dams is critical to assure their safe and efficient operation. Traditional monitoring methods, based on in-situ sensors measurements on the dam, have some limitations in spatial coverage, observation frequency, and cost. This paper describes the potential use of Synthetic Aperture Radar (SAR) scenes from Sentinel-1A for characterizing deformations at the Mosul Dam (MD) in NW Iraq. Seventy-eight Single Look Complex (SLC) scenes in ascending geometry from the Sentinel-1A scenes, acquired from 03 October 2014 to 27 June 2019, and 96 points within the MD structure, were selected to determine the deformation rate using persistent scatterer interferometry (PSI). Maximum deformation velocity was found to be about 7.4 mm·yr−1 at a longitudinal subsidence area extending over a length of 222 m along the dam axis. The mean subsidence velocity in this area is about 6.27 mm·yr−1 and lies in the center of MD. Subsidence rate shows an inverse relationship with the reservoir water level. It also shows a strong correlation with grouting episodes. Variations in the deformation rate within the same year are most probably due to increased hydrostatic stress which was caused by water storage in the dam that resulted in an increase in solubility of gypsum beds, creating voids and localized collapses underneath the dam. PSI information derived from Sentinel-1A proved to be a good tool for monitoring dam deformation with good accuracy, yielding results that can be used in engineering applications and also risk management.