基于改进时序InSAR技术的填海区地面沉降监测:以中国深圳前海填海区为例OA
Land subsidence monitoring in reclaimed areas based on improved time-series InSAR technology:A case study of Qianhai reclaimed area in Shenzhen,China
为提升填海区地面沉降监测中永久散射体(PS)点选取的可靠性,提出一种多阈值联合的PS点优化方法.该方法在传统振幅离差-相干系数双阈值法基础上,引入旁瓣阈值进行联合约束.通过控制变量法测试不同阈值组合,与水准测量数据对比验证不同阈值组合的效果,最终确定最优的阈值组合为振幅离差阈值0.8、平均相干系数阈值0.5、旁瓣阈值0.25.将该方法应用于深圳前海填海区,利用2021-2023年的高分辨率 COSMO-SkyMed 数据进行监测.结果表明,该区域年均垂直形变速率为-45.61~10.56 mm/a,最大累计沉降量达97.8 mm,沉降主要集中在妈湾、桂湾等区域.通过与Sentinel-1A数据的交叉验证,两者监测结果的决定系数达到0.86,表明所提方法具有较高的可靠性与一致性.该研究不仅为填海区地面沉降监测提供了一种有效的PS点优化技术途径,也为类似区域的形变监测与风险评估提供了数据支持与方法参考.
To enhance the reliability of permanent scatterer(PS)points selection for monitoring land subsid-ence in reclaimed areas,a multi-threshold joint PS point optimization method was proposed.This method in-troduced a sidelobe threshold for joint constraint,building upon the traditional dual-threshold approach based on amplitude dispersion and coherence coefficient.Different threshold combinations were tested using a con-trolled variable approach,and the effect of different threshold combinations was validated by comparing with leveling measurement data.The optimal threshold combination was ultimately determined to be an amplitude dispersion threshold of 0.8,a mean coherence coefficient threshold of 0.5,and a sidelobe threshold of 0.25.The proposed method was applied to monitor the Qianhai reclaimed area in Shenzhen,using high-resolution COSMO-SkyMed data from 2021 to 2023.The results show that the average annual vertical deformation rate in the region ranges from-45.61 to 10.56 mm/a,with a maximum cumulative settlement of 97.8 mm.Sig-nificant subsidence is mainly concentrated in areas such as Mawan and Guiwan.Cross-validation with Senti-nel-1A data yields a determination coefficient of 0.86 between the two sets of monitoring results,indicating high reliability and consistency of the proposed method.This study provides an effective technical approach for PS point optimization in land subsidence monitoring over reclaimed areas,and offers data support and a methodological reference for deformation monitoring and risk assessment in similar regions.
顾栋炼;邵浩然;施钟淇;刘宇舟;岳清瑞;李丽;许镇
北京科技大学未来城市学院,北京 100083北京科技大学未来城市学院,北京 100083深圳市城市公共安全技术研究院有限公司,深圳 518000||城市安全发展科技研究院(深圳),深圳 518000||城市安全风险监测预警应急管理部重点实验室,深圳 518000深圳市城市公共安全技术研究院有限公司,深圳 518000||城市安全发展科技研究院(深圳),深圳 518000||城市安全风险监测预警应急管理部重点实验室,深圳 518000北京科技大学未来城市学院,北京 100083||深圳市城市公共安全技术研究院有限公司,深圳 518000||城市安全发展科技研究院(深圳),深圳 518000北京科技大学未来城市学院,北京 100083||深圳市城市公共安全技术研究院有限公司,深圳 518000北京科技大学未来城市学院,北京 100083
建筑与水利
填海区地面沉降合成孔径雷达干涉测量永久散射体卫星遥感
reclaimed arealand subsidencesynthetic aperture radar(SAR)interferometrypermanent scatterers(PS)satellite remote sensing
《东南大学学报(自然科学版)》 2026 (8)
1097-1107,11
国家重点研发计划资助项目(2024YFC3014100)国家自然科学基金资助项目(52578549,52208456,52279145).
评论