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Erosion and Drainage Well Blowout in the Foundation of the Plavinas Powerhouse: Case History

机译:Plavinas电站基础上的侵蚀和排水井喷:案例历史

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The Plavinas run-off river scheme in Latvia is founded on fine-grained deposits with artesian aquifers. These aquifers are drained with free flowing wells to assure the stability of the structures. In March 1979, one of these wells suddenly discharged high amounts of solids together with the drainage water. After a few days the water discharge stopped, the artesian pressures in the foundation increased and dirty water flew from the bottom of the tailrace channel area. Foundation failure could be mitigated by turning piezometers into free flowing relief wells. However, it was a critical situation for the powerhouse and caused significant permanent displacements of the concrete structures. A root-cause analysis was performed which is presented in this paper. It was found that caverns at the interface of alluvial and finegrained deposits formed due to erosion of the fine fractions of the alluvium through the drainage wells. Such a cavern collapsed which caused the well blowout and the plugging of the drainage well resulting in increasing pore water pressures and local liquefaction of the powerhouse foundation.
机译:拉脱维亚的普拉维纳斯河径流计划是建立在具有自流含水层的细粒沉积物基础上的。这些含水层通过自由流动的井排干,以确保结构的稳定性。 1979年3月,其中一口井突然与排水一起排出了大量的固体。几天后,排水停止了,地基中的自流压力增加,脏水从尾水通道区域的底部飞出。可以通过将压力计变成自由流动的泄压井来减轻地基的破坏。但是,这对于发电厂来说是一个危急情况,并导致混凝土结构发生永久性永久位移。本文进行了根本原因分析。发现冲积层和细粒沉积物界面处的洞穴是由于冲积层的细小部分通过排水井的侵蚀而形成的。这样的洞穴坍塌,导致井喷爆和排水井的堵塞,从而导致孔隙水压力增加和动力室基础局部液化。

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