Time series surface deformation of the upper reaches of Huangdeng hydropower station in Lanping County based on ascending and descending SAR data

doi:10.6046/zrzyyg.2023168

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Abstract

The interferometric synthetic aperture radar (InSAR) technique is widely applied to surface deformation monitoring, providing all-weather, all-time, and high-precision measurements over large areas. However, due to the limitations of the single deformation observation method, significant uncertainties inevitably arise during the monitoring process, leading to potential misinterpretations. Using the SBAS-InSAR (small baseline subset) two-dimensional solution technique based on ascending and descending SAR data, this study analyzed the surface deformations of the upper reaches of the Huangdeng Hydropower Station from April 2020 to August 2022. A total of 34 scenes of ascending and descending data from the Sentinel-1 satellite were used to derive the two-dimensional deformations of the upper reaches, with six potential landslide hazard sites there being identified. The results indicate that the study area displayed a predominance of horizontal surface deformations, with the highest two-dimensional deformation rates of up to 158 mm/a horizontally and 81 mm/a vertically observed in the Cheyiping area. Additionally, by correlation analysis between the distance from the Lancang River bank, rainfall, and the time-series deformations, this study identified the distribution of two-dimensional deformations in the upper reaches and its seasonal variations.

Keywords SBAS time series InSAR two-dimensional analysis deformation monitoring

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TP79

Issue Date: 23 December 2024

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	Wenxuan YU
	Yimin LI
	Peikun JI
	Xianjie FENG
	Qianying XIANG

Cite this article:

Wenxuan YU,Yimin LI,Peikun JI, et al. Time series surface deformation of the upper reaches of Huangdeng hydropower station in Lanping County based on ascending and descending SAR data[J]. Remote Sensing for Natural Resources, 2024, 36(4): 282-294.

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https://www.gtzyyg.com/EN/10.6046/zrzyyg.2023168 OR https://www.gtzyyg.com/EN/Y2024/V36/I4/282

Fig.1 Location of the study area and SAR image coverage area

Tab.1 Radar image parameters used in the study

Fig.2 Flowchart of the proposed method

Fig.3 SBAS-InSAR spatiotemporal baseline

Fig.4 Schematic diagram of the projection of the radar flight direction and the surface movement direction

Fig.5 Monitoring results of SBAS-InSAR in LOS direction

Fig.6 Comparison of three interpolation methods

Fig.7 Monitoring results in horizontal and vertical directions

Fig.8 Cracks in village houses at Cheyiping village

Fig.9 Deformation rate of Cheyiping village area

Fig.10 Horizontal and vertical directions displacement rate of profile line A-B

Fig.11 Accumulated deformation time series of feature points

Fig.12-1 Zhijiaodeng area

Fig.12-2 Zhijiaodeng area

Fig.13 Jieping village area

Fig.14 Dagela area

Fig.15 Upper area of Xinnong village

Fig.16-1 Lower area of Xinnong village

Fig.16-2 Lower area of Xinnong village

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