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Recent land subsidence caused by the rapid urban development in the Hanoi region (Vietnam) using ALOS InSAR data

机译:河内地区快速城市发展近期土地沉降(越南)使用ALOS INSAR数据

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Since the 1990s the land subsidence due to the rapid urbanization has been considered a severely destructive hazard in the center of Hanoi City. Although previous studies and measurements have quantified the subsiding deformation in Hanoi center, no data exist for the newly established districts in the south and the west, where construction development has been most significant and where groundwater pumping has been very intensive over the last decade. With a multi-temporal InSAR approach, we quantify the spatial distribution of the land subsidence in the entire Hanoi urban region using ALOS images over the 2007–2011 period. The map of the mean subsidence velocity reveals that the northern bank of the Red River appears stable, whereas some areas in southern bank are subsiding with a mean vertical rate up to 68.0 mm yr?1, especially within the three new urban districts of Hoang Mai, Ha Dong – Thanh Xuan and Hoai Duc – Tu Liem. We interpret the spatial distribution of the surface deformation as the combination of the nature of the unsaturated layer, the lowering of groundwater in the aquifers due to pumping withdrawal capacity, the increase of built-up surfaces and the type of building foundation. The piezometric level in Qp aquifer lowers particularly after 2008, whereas the groundwater level in Qh aquifer remains steady, even if it loses its seasonal fluctuation in urban areas and drawdowns in neighboring water production plants. The time evolution deduced from the InSAR time series is consistent with previous leveling data and shows that the lowering rate of the surface slightly decreases till 2008. The analysis of groundwater levels in instrumented wells shows a correlation between the behavior of groundwater with the urban development and the acceleration of groundwater withdrawal. Also, the time variations suggest that the deformation became non-stationary, with upward and downward transient displacements related to the charge and discharge of the aquifers.
机译:自20世纪90年代以来,由于城市化的快速城市化因河内市中心被认为是一个严重的破坏性危险。尽管以前的研究和测量已经量化了河内中心的消退变形,但南部和西部的新建立的地区没有存在数据,其中建设开发最重要,地下水泵在过去十年中非常强化。通过多时间的INSAR方法,我们在2007 - 2011年期间使用ALOS图像量化整个河内市区土地沉降的空间分布。平均沉降速度的地图揭示了红河北岸出现稳定,而南岸的一些地区则分别达到68.0毫米的平均垂直速率,特别是在Hoang Mai的三个新城市区内。 ,哈东 - 轩和若杜 - 若尔姆。我们将表面变形的空间分布解释为不饱和层的性质的组合,由于泵送抽出能力,含水层的地下水降低,内置表面的增加和建筑基础的类型。 QP含水层中的压力水平尤其在2008年之后降低,而QH含水层的地下水位仍然是稳定的,即使它在城市地区的季节波动和邻近的水生产厂的降低方面也是稳定的。从Insar时间序列推断的时间展示与先前的调平数据一致,表明表面的降低速率略微降低到2008年。仪表井地下水位的分析显示了地下水与城市发展的行为之间的相关性地下水撤离的加速度。此外,时间变化表明,变形变得非静止,与含水层的充电和放电相关的向上和向下的瞬态位移。

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