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预防天津地面沉降复发:新型预压加固顶板和安全回灌缓冲技术。

Preventing Subsidence Reoccurrence in Tianjin: New Preconsolidation Head and Safe Pumping Buffer.

机构信息

Department of Earth and Atmospheric Sciences, University of Houston, Houston, TX, 77204.

Key Laboratory of Urban Security and Disaster Engineering, Beijing University of Technology, Beijing, China.

出版信息

Ground Water. 2024 Sep-Oct;62(5):778-794. doi: 10.1111/gwat.13406. Epub 2024 Mar 22.

DOI:10.1111/gwat.13406
PMID:38517231
Abstract

Tianjin, a coastal metropolis in north China, has grappled with land subsidence for nearly a century. Yet, emerging evidence suggests a notable decrease in subsidence rates across Tianjin since 2019. This trend is primarily attributed to the importation of surface water from the Yangtze River system via the South-to-North Water Diversion Project, initiated in December 2014. Utilizing Sentinel-1A Interferometric Synthetic Aperture Radar (InSAR) data (2014-2023), this study reveals that one-third of the Tianjin plain has either halted subsidence or experienced land rebound. As a result, the deep aquifer system (~-200 to -450 m) beneath one third of the Tianjin plain has completed a consolidation cycle, leading to the establishment of new, locally specific preconsolidation heads. The identification of the newly established preconsolidation head seeks to answer a crucial question: How can we prevent the reoccurrence of subsidence in areas where it has already ceased? In essence, subsidence will stop when the local hydraulic head elevates to the new preconsolidation head (NPCH), and permanent subsidence will not be reinitiated as long as hydraulic head remains above the NPCH. The difference of the depth between current hydraulic head and the NPCH defines the safe pumping buffer (SPB). This study outlines detailed methods for identifying the NPCHs in the deep aquifer system from long-term InSAR and groundwater-level datasets. Determining NPCHs and ascertaining SPBs are crucial for estimating how much groundwater can be safely extracted without inducing permanent subsidence, and for developing sustainable strategies for long-term groundwater management and conservation.

摘要

中国北方沿海城市天津,近一个世纪以来一直饱受地面沉降问题的困扰。然而,新的证据表明,自 2019 年以来,天津的地面沉降率显著下降。这一趋势主要归因于 2014 年 12 月启动的南水北调工程从长江系统输入地表水。本研究利用 Sentinel-1A 干涉合成孔径雷达(InSAR)数据(2014-2023 年),发现天津平原三分之一的地区已经停止沉降或出现地面回弹。因此,天津平原三分之一地区以下的深层含水层系统(-200 至-450 米)已经完成了固结周期,形成了新的、具有本地特定特征的前期固结压力水头。确定新建立的前期固结压力水头旨在回答一个关键问题:如何防止已停止沉降的地区再次发生沉降?本质上,当地下水头升高到新的前期固结压力水头(NPCH)时,沉降将停止,只要水头高于 NPCH,就不会再次引发永久性沉降。当前水头与 NPCH 之间的深度差定义了安全抽水缓冲(SPB)。本研究从长期 InSAR 和地下水位数据集概述了确定深层含水层系统中 NPCH 的详细方法。确定 NPCH 和确定 SPB 对于估计在不引起永久性沉降的情况下可以安全抽取多少地下水以及制定可持续的地下水管理和保护长期战略至关重要。

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