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首页> 外文期刊>Geoscience and Remote Sensing, IEEE Transactions on >InSAR Assessment of Surface Deformations in Urban Coastal Terrains Associated With Groundwater Dynamics
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InSAR Assessment of Surface Deformations in Urban Coastal Terrains Associated With Groundwater Dynamics

机译:InSAR评估城市沿海地形与地下水动力学相关的表面变形

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Monitoring ground deformations arising from groundwater dynamics in dense urban coastal terrains is crucial for the sustainable development of infrastructures in these highly populated areas. The city of Montreal, which is located in the Saint-Laurent plain in eastern Canada, with its fast-growing populations, is a unique case study for other similar cities in coastal terrains. The city undergoes high-level house foundation damages with densities reaching up to 89 repairs/km resulting from time-dependent ground deformations that are correlated to groundwater dynamics and evapotranspiration. Using Radarsat-2 C-Band synthetic aperture radar interferometry, we observe 3- to 5-mm ground line-of-sight displacement variations temporally outphased by few months relative to the 2-m subartesian aquifer hydraulic head variations. The deformations are observed over a 60-km area located in the central part of the Montreal Island in Canada, from 2008 to 2010. We observe displacements of ∼1 mm/year uplift in the areas covered by 15-m-thick clay layer. These displacements are well correlated to the number of house repairs. We also observe ∼2 mm/year subsidence on elevated terrains, associated with evapotranspiration. The amplitudes of the displacements observed during this two-year study are significant when integrated over the average lifetime of urban structures. We conclude that the observed ground deformations are related to the seasonal variation of hydraulic head in most of the areas of Montreal. Moreover, wetter climate forecasts over upcoming decades for this area, will accentuate groundwater level fluctuations; thus, more ground deformations are foreseen, and have to be considered in future infrastructure design standards.
机译:监测由人口稠密的城市沿海地区的地下水动态引起的地面变形对于这些人口稠密地区的基础设施可持续发展至关重要。蒙特利尔市位于加拿大东部的圣洛朗平原,人口快速增长,是沿海地区其他类似城市的独特案例研究。由于与地面动力学和蒸散量有关的随时间变化的地面变形,该城市遭受了房屋基础的高级别破坏,密度高达每公里8​​9次维修。使用Radarsat-2 C波段合成孔径雷达干涉测量法,我们观察到3毫米至5毫米地面视线位移变化相对于2 m亚自流含水层水力压头变化在时间上落后了几个月。从2008年到2010年,在加拿大蒙特利尔岛中部的60公里区域内观察到了变形。在15米厚的粘土层所覆盖的区域中,我们观察到了每年约1毫米的隆起位移。这些位移与房屋维修的数量密切相关。我们还观察到在与蒸散有关的高地上的沉降量约为每年2毫米。当整合到城市结构的平均寿命中时,在这项为期两年的研究中观察到的位移幅度非常重要。我们得出结论,在蒙特利尔的大多数地区,观测到的地面变形与水头的季节性变化有关。此外,该地区未来几十年的潮湿天气预报将加剧地下水位的波动;因此,可以预见更多的地面变形,并且必须在未来的基础设施设计标准中加以考虑。

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