
测绘学报 ›› 2026, Vol. 55 ›› Issue (6): 990-1002.doi: 10.11947/j.AGCS.2026.20250489
• 影像大地测量前沿技术与智慧防灾创新应用 • 上一篇
刘骐1,2(
), 余琛1,3,4(
), 李振洪1,3,4, 宋闯1,3,4, 胡晓宁1,2, 李杰1,2, 胡腾辉1,2
收稿日期:2025-11-19
修回日期:2026-06-05
发布日期:2026-07-28
通讯作者:
余琛
E-mail:liuqi2002@chd.edu.cn;chen.yu@chd.edu.cn
作者简介:刘骐(2002—),男,博士生,研究方向为洪水监测与InSAR形变监测。E-mail:liuqi2002@chd.edu.cn
基金资助:
Qi LIU1,2(
), Chen YU1,3,4(
), Zhenhong LI1,3,4, Chuang SONG1,3,4, Xiaoning HU1,2, Jie LI1,2, Tenghui HU1,2
Received:2025-11-19
Revised:2026-06-05
Published:2026-07-28
Contact:
Chen YU
E-mail:liuqi2002@chd.edu.cn;chen.yu@chd.edu.cn
About author:LIU Qi (2002—), male, PhD candidate, majors in flood monitoring and InSAR deformation monitoring. E-mail: liuqi2002@chd.edu.cn
Supported by:摘要:
垃圾填埋场在封场后仍会长期经历由生物降解与压缩引起的持续沉降,其空间差异性强、时序特征复杂,在当前城市固废处置设施向更加安全、长效管理模式转型的背景下,填埋场封场后的地表沉降演化规律变得尤为重要,迫切需要地表形变监测与风险评估。本文以曾为亚洲单体处理规模最大的广东兴丰生活垃圾填埋场为例,整合Envisat和Sentinel-1数据,利用偏移量追踪技术对不同卫星数据处理以补全数据空缺期形变,结合小基线集技术构建了18年的长时间形变序列,并对其未来形变趋势进行了预测。监测结果显示了显著的空间不均匀沉降现象,且不均匀程度与填埋工艺、填埋废物类型高度相关,东部生活垃圾填埋区地面沉降剧烈(2008—2025年间累积沉降4.4 m),西部应急填埋区地表变化相对稳定(2008—2025年间累积沉降1.9 m)。填埋场沉降与气候因子呈现较强相关性,沉降存在3~4个月的时滞效应,揭示了气候变化对填埋场地表稳定性的控制作用。形变预测结果显示未来较长一段时间内,填埋场仍将处于不均匀沉降状态,其中,东部填埋区需8~10年达到地表稳定,西部填埋区则需5年达到地表稳定。本文通过长时序形变监测实现垃圾填埋场全周期形变特征识别,并利用形变分解对各分区的形变特征进行量化;基于ConvLSTM模型,对填埋场未来形变、风险特征及地表稳定时间进行评估,可为类似填埋场的长时序全周期地表形变与风险评估提供参考。
中图分类号:
刘骐, 余琛, 李振洪, 宋闯, 胡晓宁, 李杰, 胡腾辉. 超大型垃圾填埋场长时序不均匀沉降监测与风险预测[J]. 测绘学报, 2026, 55(6): 990-1002.
Qi LIU, Chen YU, Zhenhong LI, Chuang SONG, Xiaoning HU, Jie LI, Tenghui HU. Long-term uneven subsidence monitoring and risk prediction of ultra-large garbage landfills[J]. Acta Geodaetica et Cartographica Sinica, 2026, 55(6): 990-1002.
表3
形变时序和气候变化相关性与时滞"
| 特征点 | 温度相关性(Pearson系数) | 温度相关性(Spearman系数) | 降水相关性(Pearson系数) | 降水相关性(Spearman系数) | 温度时滞/d | 降水时滞/d |
|---|---|---|---|---|---|---|
| P11 | 0.72 | 0.68 | 0.69 | 0.64 | 115 | 108 |
| P12 | 0.75 | 0.81 | 0.74 | 0.82 | 124 | 104 |
| P13 | 0.76 | 0.63 | 0.79 | 0.58 | 105 | 106 |
| P14 | 0.69 | 0.74 | 0.64 | 0.69 | 111 | 118 |
| P15 | 0.66 | 0.59 | 0.69 | 0.54 | 115 | 124 |
| P16 | 0.59 | 0.71 | 0.61 | 0.67 | 118 | 132 |
| P17 | 0.62 | 0.56 | 0.57 | 0.52 | 101 | 99 |
| P21 | 0.58 | 0.66 | 0.59 | 0.73 | 132 | 114 |
| P22 | 0.64 | 0.78 | 0.54 | 0.76 | 119 | 110 |
| P23 | 0.53 | 0.61 | 0.51 | 0.49 | 119 | 124 |
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