首页> 外文期刊>Sustainability >A Method for Rockburst Prediction in the Deep Tunnels of Hydropower Stations Based on the Monitored Microseismicity and an Optimized Probabilistic Neural Network Model
【24h】

A Method for Rockburst Prediction in the Deep Tunnels of Hydropower Stations Based on the Monitored Microseismicity and an Optimized Probabilistic Neural Network Model

机译:基于监测微震性和优化的概率神经网络模型的水电站深隧道岩浆预测方法及优化的概率神经网络模型

获取原文
           

摘要

Hydropower is one of the most important renewable energy sources. However, the safe construction of hydropower stations is seriously affected by disasters like rockburst, which, in turn, restricts the sustainable development of hydropower energy. In this paper, a method for rockburst prediction in the deep tunnels of hydropower stations based on the use of real-time microseismic (MS) monitoring information and an optimized probabilistic neural network (PNN) model is proposed. The model consists of the mean impact value algorithm (MIVA), the modified firefly algorithm (MFA), and PNN (MIVA-MFA-PNN model). The MIVA is used to reduce the interference from redundant information in the multiple MS parameters in the input layer of the PNN. The MFA is used to optimize the parameter smoothing factor in the PNN and reduce the error caused by artificial determination. Three improvements are made in the MFA compared to the standard firefly algorithm. The proposed rockburst prediction method is tested by 93 rockburst cases with different intensities that occurred in parts of the deep diversion and drainage tunnels of the Jinping II hydropower station, China (with a maximum depth of 2525 m). The results show that the rates of correct rockburst prediction of the test samples and learning samples are 100% and 86.75%, respectively. However, when a common PNN model combined with monitored microseismicity is used, the related rates are only 80.0% and 61.45%, respectively. The proposed method can provide a reference for rockburst prediction in MS monitored deep tunnels of hydropower projects.
机译:水电是最重要的可再生能源之一。然而,水电站的安全建设受到像摇滚乐的灾害影响,反过来,这反过来又限制了水电能量的可持续发展。本文提出了一种基于使用实时微震(MS)监测信息和优化的概率神经网络(PNN)模型的水电站深隧道岩浆预测方法。该模型包括平均影响值算法(MIVA),修改的Firefly算法(MFA)和PNN(MIVA-MFA-PNN模型)。 MIVA用于减少PNN的输入层中的多MS参数中的冗余信息的干扰。 MFA用于优化PNN中的参数平滑因子,并降低由人工测定引起的误差。与标准萤火虫算法相比,在MFA中进行了三种改进。所提出的摇滚难预测方法由93岩爆型案例进行测试,其中包括锦平II水电站的深层转移和排水隧道的不同强度(最大深度为2525米)。结果表明,试验样品和学习样品的正确岩爆预测的速率分别为100%和86.75%。然而,当使用常见的PNN模型时使用与受监测的微震性相结合时,相关率分别仅为80.0%和61.45%。所提出的方法可以为MS监控水电项目的深隧道中的岩虫预测提供参考。

著录项

获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号