4.7 Article

Change in regional land subsidence in Beijing after south-to-north water diversion project observed using satellite radar interferometry

Journal

GISCIENCE & REMOTE SENSING
Volume 57, Issue 1, Pages 140-156

Publisher

TAYLOR & FRANCIS LTD
DOI: 10.1080/15481603.2019.1676973

Keywords

South-north water diversion project; envisat ASAR; radarsat-2; sentinel-1; PS-InSAR

Funding

  1. National Natural Science Foundation of China [41401493]
  2. Natural Science Foundation of Beijing Municipality [5172002]
  3. Capacity Building for Sci-Tech Innovation -Fundamental Scientific Research Funds [025185305000/191]

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Over-exploitation of groundwater has caused severe land subsidence in Beijing during the past two decades. Since the middle route of South-to-North Water Diversion Project (SNWDP), the biggest water diversion project in China, started to deliver water to Beijing in December 2014, the groundwater shortage has been greatly alleviated. This study aims to analyze the impact of SNWDP on the spatiotemporal evolution of land subsidence in Beijing. Change in surface displacement in Beijing after SNWDP was retrieved and the spatiotemporal patterns of the change were analyzed based on long time-series Envisat Advanced Synthetic Aperture Radar (ASAR) (2004-2010), Radarsat-2 (2011-2014), and Sentinel-1 (2015-2017) satellite datasets using Permanent Scatterer Interferometric Synthetic Aperture Radar (PS-InSAR) techniques. Land subsidence unevenness index (LSUI) was proposed to represent the spatial unevenness of surface displacement. PS-Time approach was then adapted to examine the time series evolution of LSUI. The results showed that the InSAR measurements agree well with leveling measurements with R-2 over 0.96. Although the maximum annual displacement rate reached -159.7 mm/year by 2017, over 57% of the area within 25 mm/year contour line showed decreasing or unchanged displacement rate after the south-north water delivered to Beijing. The settlement rate in Chaoyang-Dongbalizhuang (CD) subsidence center has decreased for 26 mm/year from 2011-2014 to 2015-2017. Only around 15% of the area experienced continued accelerating settlement rate through the three time periods, which was mainly located in the area with the compressible layer thickness over 190 m, while the magnitude of velocity increment considerably decreased after SNWDP. Land subsidence unevenness, represented by LSUI, developed more slowly after SNWDP than that during 2011-2014. However, LSUI at the edge of settlement funnel has kept developing and reached 1.7 parts per thousand in 2017. Decreasing groundwater level decline after SNWDP and the positive relationship (R-2 > 0.74) between land subsidence and groundwater level clearly showed impacts of SNWDP on the alleviating land subsidence. Other reasons include geological background, increasing precipitation, and strict water management policies implemented during these years.

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