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2017 年加利福尼亚奥罗维尔水坝溢洪道失事原因分析

Insights into the cause of the Oroville dam spillway failure, 2017, California.

机构信息

North China University of Water Resources and Electric Power, Zhengzhou, 450046, China.

出版信息

Environ Sci Pollut Res Int. 2024 Mar;31(14):21356-21369. doi: 10.1007/s11356-024-32462-3. Epub 2024 Feb 22.

Abstract

Earth internal seepage erosion in weathered bedrock under infrequently used hydraulic structures is often overlooked, which causes some solid particles to break away from the solid skeleton, degrading the earth's strength, and even causing unanticipated hydraulic engineering failures. The flood on the Oroville dam spillway in California in 2017 was caused by disturbed water flow due to a crack in the spillway chute caused by internal erosion in poorly weathered bedrock. The abnormal water flow of the spillway in the early stage and subsequent investigation revealed that the main reason for the accident was the insufficient weathered bedrock under the spillway chute. In this study, we formulated a coupled hydro-mechanical mechanism for internal erosion in weathered bedrock during the early stages. Using this model, we conducted an internal erosion numerical simulation at early stage, and the results showed that the physical characteristics of the weathered bedrock were degraded. Our results show the coupling analysis of quantitative computation during the early stage of internal erosion in weathered bedrock, which can provide an early warning method for the occurrence of internal erosion to avoid hydraulic disasters.

摘要

风化基岩下不常使用的水工建筑物中的地下渗流侵蚀常常被忽视,这会导致一些固体颗粒从固体骨架中分离出来,降低土壤的强度,甚至导致水工建筑物发生意外故障。2017 年加利福尼亚州奥罗维尔大坝溢洪道发生洪水,是由于溢洪道槽裂缝导致内部侵蚀,水流受到干扰。溢洪道早期异常水流以及随后的调查显示,事故的主要原因是溢洪道下方风化基岩不足。在这项研究中,我们制定了风化基岩内部侵蚀早期的水力-机械耦合机制。使用该模型,我们对早期的内部侵蚀进行了数值模拟,结果表明风化基岩的物理特性发生了退化。我们的结果表明,风化基岩内部侵蚀早期的定量计算耦合分析,可以为内部侵蚀的发生提供预警方法,从而避免水工灾害的发生。

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