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首页> 外文期刊>Engineering Geology >Thirty-year land elevation change from subsidence to uplift following the termination of groundwater pumping and its geological implications in the Metropolitan Taipei Basin, Northern Taiwan
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Thirty-year land elevation change from subsidence to uplift following the termination of groundwater pumping and its geological implications in the Metropolitan Taipei Basin, Northern Taiwan

机译:台湾北部台北盆地的地下水抽水终止后的三十年海拔高度从沉降到隆升的变化及其地质意义

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Several levelling routes in the metropolitan Taipei Basin have been repeatedly conducted during the past decades, mainly in order to monitor the anthropogenic ground subsidence due to massive pumping of groundwater. We analysed the levelling data released from government and investigated the rate of ground level change from 1975 to 2003, which postdate the massive groundwater exploitation in Taipei area. Based on the contour maps created from the levelling data of 406 benchmarks, the overall subsidence rate in the Taipei Basin gradually decreased since 1975, and around 1989 the basin switched to slight uplift throughout a large part of the basin. Three mechanisms are proposed to be responsible for the observed land elevation changes, including shallow soil compaction, deformation within aquifer, and tectonic subsidence. The trend of the ground level change in 1975-2003 essentially demonstrated the effects of natural recharge to previously depleted aquifers, and is explained by the hydro-mechanical coupling of aquifer materials, i.e., elastic rebound, to the rising piezometric level. The rate of shallow soil compaction is estimated about 1-8 mm/yr throughout the basin according primarily to the shallow clay thickness. Asymmetric tectonic subsidence related to the Shanchiao Fault was estimated to be 1.75 mm/yr and 0.9 mm/yr in the western part and the central part of the basin, respectively. By subtracting the components of the soil compaction and tectonic subsidence from the surface land elevation change, the rebound of aquifer strata was estimated to be about 6.7 cm and 16 cm in western margin and Central Taipei, respectively. The amount of rebound is approximately 10 percent in magnitude comparing to the amount of previous anthropogenic subsidence due to massive groundwater pumping, totally about 2 m.
机译:在过去的几十年中,大都会台北盆地曾多次进行过平整路线,主要是为了监测由于大量抽水造成的人为地面沉降。我们分析了政府发布的水准测量数据,并调查了1975年至2003年(台北地区大规模开采地下水之前)的地平面变化率。根据从406个基准的水准数据创建的等高线图,台北盆地的整体沉降率自1975年以来逐渐下降,并且在1989年左右,该盆地在整个盆地的大部分区域都开始略有隆升。提出了三种机制来负责观测到的土地海拔变化,包括浅层土壤压实,含水层内的变形以及构造沉降。 1975-2003年地平面变化趋势基本证明了自然补给对先前枯竭的含水层的影响,并通过含水层材料的水力机械耦合(即弹性回弹)与上升的测压水压来解释。主要根据浅层粘土厚度,估计整个盆地的浅层土壤压实速率约为1-8毫米/年。与该盆地断裂有关的不对称构造沉降估计在盆地的西部和中部分别为1.75 mm / yr和0.9 mm / yr。通过从地表高程变化中减去土壤压实和构造沉降的分量,估计西缘和台北市中心的含水层地层回弹分别约为6.7 cm和16 cm。与之前由于大量抽水导致的人为沉降量相比,回弹量大约为10%,总计约2 m。

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