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Study of the Piezometric Surface and Hydrocompaction at Confined Aquifer Caused the Land Subsidence in Semarang

机译:承压含水层引起地面沉降的测压面和水压实研究

摘要

Semarang city has experienced of the land subsidence that be caused by intake groundwater in confined aquiferabundant. The land subsidence happened during range of time 20 years, it\u27s critical boundary so that result theenvironmental damage. Hence needed a study of cause of the land subsidence. This study aim to know theposition of piezometric surface and also explain the mechanism hydrogeology when happened the landsubsidence. The study of spreading aquifer has been done by the analysis of secondary data which is in the formof drilling log data, piezometric surface and soil mechanics test obtained from PLG (Environmental Center ofGeology) Bandung. Later then, between the land subsidence and piezometric surface be overlay becamezonation. From the data made a analysis of cause of the land subsidence. This aquifer has the land subsidence.The land subsidence explainable with the experienced phenomenon fact for example degradation of piezometricsurface at confined aquifer and process of hydrocompaction. That process influenced by two factors that areassess the pore number (e) and specific gravity (Gs). The degradation of piezometric surface formed the trapezeof water table until 20 m from sea level with the mean 0.7 - 1.1 m/year. Hydrocompaction cause the degradationof number of mean pore 0.145 - 0.5 and specific gravity 0.009 - 0.073 . The degradation of piezometric surfaceand process the hydrocompaction cause the fast of land subsidence around 0.5 - 1.75 cm/year.
机译:三宝垄市经历了由于地下水在密闭含水层中摄入而引起的地面沉降。地面沉降发生在20年的时间范围内,是临界边界,对环境造成破坏。因此,需要研究土地沉降的原因。这项研究旨在了解测压表面的位置,并解释发生地面沉降时的水文地质机理。扩散含水层的研究是通过分析二级数据完成的,这些数据包括从万隆PLG(地质环境中心)获得的钻井测井数据,测压表面和土壤力学测试。然后,在地面沉降和测压表面之间进行覆盖成带。从数据中分析了地面沉降的原因。该地面沉陷具有地面沉降。地面沉陷可以用经验丰富的现象事实来解释,例如密闭含水层中测压表面的退化和压实过程。该过程受两个因素影响,这些因素涉及孔数(e)和比重(Gs)的分布。测压表面的退化形成了水面的梯形,直到距海平面20 m为止,平均每年0.7-1.1 m。压实导致平均孔数0.145-0.5和比重0.009-0.073的降低。测压表面的退化和加水压实过程导致地面沉降的速度在0.5-1.75 cm /年左右。

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