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Dewatering Design for the Excavation of a Ship Lock Under Uncertainty from Karst-Conduit Dominated Groundwater Flow

机译:岩溶导管主导的地下水流不确定性下船闸开挖的脱水设计

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The presence of Karst-conduits at the ship lock excavation site in Bolzum led to highly uncertainrnpredictions of the groundwater inflows and drawdown evolution during dewatering of the pit. Tornasses the impact of the Karst-conduit-system on the dewatering operations at the relevant scale pumpingrntest was carried out. These conditions demanded for the Observational Method Approach in which therndrawdown is constantly recorded during dewatering and continuously interpreted by a transient groundwaterrnmodel. Injection-schemes outside the pit were developed which allowed limiting a critical drawdownrnbeneath a near by built-up area. The integrated approach of dewatering, iterative updating of therngroundwater model according to observed drawdown and inflow along with previously established contingencyrnactions led to a robust excavation pit without compromising safety.
机译:博尔祖姆(Bolzum)的船闸开挖现场存在岩溶管道,这导致了对矿井脱水期间地下水流入量和水位下降演变的高度不确定的预测。在相关规模的抽水试验中,进行了岩溶岩溶管道系统对脱水作业的影响。这些条件要求采用“观测方法”,其中在脱水过程中不断记录渗水量,并通过瞬态地下水模型连续进行解释。开发了矿坑外部的注入方案,从而可以限制在附近堆积区域下方的临界压降。根据观察到的降水量和流入量以及先前建立的应急措施,对地下水模型进行脱水,迭代更新的集成方法导致了坚固的开挖坑,而不会损害安全性。

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