Assessments of ground subsidence along the railway in the Kashan plain, Iran, using Sentinel-1 data and NSBAS algorithm

• Published in: International journal of applied earth observation and geoinformation Vol. 112; p. 102898
• Main Authors: Shami, Siavash, Azar, Mahdi Khoshlahjeh, Nilfouroushan, Faramarz, Salimi, Maryam, Reshadi, Mir Amir Mohammad
• Format: Journal Article
• Language: English
• Published: Elsevier B.V 01.08.2022; Elsevier
• Subjects: algorithms; deformation; groundwater extraction; InSAR; Iran; Kashan; NSBAS; railroads; Railway; Railway stability; Railway Subsidence; risk; Sentinel-1; spatial data; Subsidence; Iran; Kashan; InSAR; Railway stability; Sentinel-1; NSBAS; Railway Subsidence
• ISSN: 1569-8432; 1872-826X; 1872-826X
• DOI: 10.1016/j.jag.2022.102898

•Sentinel-1 NSBAS-InSAR method is used to monitor land subsidence in Kashan Plain.•The vertical velocity map indicates that the Kashan plain is subsiding at a rate of more than 90 mm/year.•The subsidence pattern is directly related to the excessive groundwater extraction.•A new method of creating traffic light alert profile for monitoring railway stability is proposed. The 110-kilometer-long Qom-Kashan railway is one of the busiest lines in Iran, passing through the Kashan plain. The majority of Iran's plains have subsided in recent years as a result of uncontrolled groundwater extraction, and the Kashan plain is no exception. In this study, ground surface displacement in the Kashan plain region and its impact on the railway were investigated using New Small Baseline Subset (NSBAS) in up-down and east–west directions using descending and ascending Sentinel-1 data collected between 2015 and 2021. Our results indicate that the Kashan plain is subsiding more than 90 mm/year. The study of the local areas around the railway which passes through the study area revealed that the rate of vertical velocity in some locations reaches –23 mm/year, while the rate of east–west velocity is insignificant and is approximately ±2 mm/year. Additionally, a method for analyzing the railway's stability based on longitudinal profiles along the railway is presented. Our findings suggest that more than 60% of the railway line is subject to variable amounts of subsidence. Additionally, a region of approximately one kilometer of the railway has been classified as a risk zone due to relatively fast local deformation. After examining the effect of various factors, it was determined that uncontrolled groundwater extraction in agricultural areas contributed to the subsidence in this area. Our results show that the presented stability control approach in this study is highly reliable for creating hazard profiles for linear structures, such as railways.