高级检索

填海造陆区地面沉降预测模型的适应性评估—以翔安机场为例

Adaptability assessment of land subsidence prediction models in reclaimed areas: a case study of Xiang’an Airport

  • 摘要: 填海造陆机场是部分沿海地区经济发展的有力引擎,但也常常面临地面沉降问题,成为影响机场运营安全的重要因素之一。对填海造陆机场的沉降趋势进行预测有助于机场长期运维。本研究以厦门翔安机场为例,基于2018年1月至2023年10月的Sentinel-1A卫星遥感数据,结合SBAS-InSAR技术反演得到地面沉降数据,发现填海区沉降演化模式与太沙基一维固结理论吻合较好,能够利用数学经验模型进行长期沉降预测。通过对双曲线模型、指数模型、Asaoka法和灰色系统GM(1,1)等4种经典模型进行比对分析,最终选择拟合精度最佳的Asaoka法进行长期趋势预测。结果表明,翔安机场填海区最大沉降速率为−51.89 mm/a,在现有荷载条件下,填海第三阶段的沿海跑道区域沉降预计将持续至2038年,最大沉降量可能达到−412.98 mm,建议在施工中采取人工措施进行干预并加强监测。

     

    Abstract: Reclaimed-land airports significantly drive economic development in coastal regions, yet they frequently face land subsidence issues, which are critical to operational safety. Accurately predicting subsidence trends is essential for the long-term maintenance of these airports. This study examines Xiamen Xiang’an Airport, utilizing Sentinel-1A data from January 2018 to October 2023, and applies SBAS-InSAR technology to retrieve subsidence data. The subsidence pattern aligns well with Terzaghi’s one-dimensional consolidation theory, enabling long-term predictions through mathematical empirical models. Among four classic models—hyperbolic, exponential, Asaoka, and grey system GM(1,1)—the Asaoka method demonstrated the highest fitting accuracy for predicting long-term trends. Findings indicate a maximum subsidence rate of −51.89 mm/a in the reclaimed area of Xiang’an Airport. Under current load conditions, subsidence in the coastal runway area, part of the third reclamation stage, is projected to persist until 2038, potentially reaching a maximum of −412.98 mm. It is advised to implement artificial interventions during construction and enhance monitoring efforts.

     

/

返回文章
返回