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Operational Safety of Dams and Hydropower Installations

机译:大坝和水电设施的运行安全

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This paper discusses simulation approaches to understanding the systems operations of dams and hydropower plants, and provides practical examples from current practice in Canada and Sweden. Dams and hydropower installations are complex structures or systems of interest comprising geotechnical, structural, mechanical, electric, and other subsystems, such as gates, control equipment, and operators. A dam system-in contrast to just the dam-comprises the embankment of the dam along with the various waterways past the dam, and usually with accompanying mechanical and electrical equipment for on-site operational control. Current engineering approaches to dam safety are mostly based on probabilistic risk analysis (PRA) of the geotechnical aspects of the dam (e.g., slope stability under seismic loads, internal piping, overtopping erosion, abutment stability, etc.). PRA primarily address the capability of a dam to withstand loads, such as the demand caused by the design flood and the spillway's capacity to pass that flood, or the demand caused by the design earthquake and the dam's capacity to withstand resulting ground shaking. In contrast, experience has shown that many dam failures and perhaps the majority of dam incidents do not result from extreme geophysical loads, but rather from operational events. These incidents and failures occur because an unusual combination of reasonably common events occurs, and that unusual combination of events has an undesirable outcome.
机译:本文讨论了了解大坝和水电站系统运营的仿真方法,并提供加拿大和瑞典当前实践的实际例子。水坝和水电装置是复杂的结构或感兴趣的系统,包括岩土工程,结构,机械,电动和其他子系统,如门,控制设备和操作员。与大坝相比,坝体 - 包括大坝的堤防以及多个水道通过大坝,通常随着用于现场操作控制的机械和电气设备。当前的坝上安全方法主要基于大坝的岩土地面的概率风险分析(PRA)(例如,抗震载荷下的边坡稳定性,内部管道,拓扑侵蚀,基台稳定等)。 PRA主要解决了耐受载荷的能力,例如由设计洪水和溢洪道通过这种洪水的需求,或者由设计地震和大坝承受造成地面摇动的能力的需求。相比之下,经验表明,许多大坝故障,也许大多数大坝事件都不会由极端地球物理负荷导致的,而是来自操作事件。这些事件和失败发生,因为发生了合理常见事件的不寻常组合,并且不寻常的事件组合具有不良结果。

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