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Cutoff Effect on Groundwater Seepage of Underground Structure in Aquifers

机译:含水层对地下结构地下水渗流的截留效应

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The Quaternary deposit in Shanghai is composed of an alternated multi-aquifer-aquitard system (MAAS) with aquitard over aquifer one another. In the MAAS groundwater system, any drawdown of groundwater head of lower aquifer will cause the consolidation of overburden aquitard. If the underground infrastructure is built in the aquifers, the balanced ground water seepage route will alternate and drawdown will occur in the greater depth of flow, which will cause additional subsidence and unbalancing load on the structures. In order to investigate this impact, a series of numerical analyses are conducted. The analytical results show that the underground structures will cut off the flow of groundwater and change the flow velocity and direction, which will obstruct the replenishment of the groundwater in the urban center. Therefore, even though the total amount of the groundwater pumped does not changed, the groundwater level and the rate of subsidence in the greater depth will decrease. The results of numerical analyses indicate that the extent of impact depends on the depth and width of the underground structures installed in the MAAS layers.
机译:上海的第四纪沉积物是由交替的多含水层-含水层系统(MAAS)和含水层相互之间构成的。在MAAS地下水系统中,下含水层地下水水头的任何下降都将导致表土覆盖层的固结。如果地下基础设施建在含水层中,则平衡的地下水渗流路线将交替出现,并且在更大的水深处将出现水降落,这将导致额外的沉降和结构上的不平衡载荷。为了调查这种影响,进行了一系列数值分析。分析结果表明,地下结构将切断地下水的流动,​​改变流速和方向,这将阻碍城市中心地下水的补充。因此,即使泵送的地下水总量没有变化,在更大深度中的地下水位和沉降率也会降低。数值分析结果表明,影响程度取决于安装在MAAS层中的地下结构的深度和宽度。

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