首页> 外文会议>International Conference on Renewable Energy and Environmental Technology >Research of the Underground Water Level Prediction Model in Deep Foundation Pit Engineering
【24h】

Research of the Underground Water Level Prediction Model in Deep Foundation Pit Engineering

机译:深基坑工程地下水位预测模型研究

获取原文

摘要

The effect such as ion exchange, precipitation, corrosion and consolidation can occur between groundwater and rock mass, it will cause a variety of adverse effects on deep foundation pit engineering. Prediction of the underground water level and take corresponding precipitation control measures is very important. Underground water level deformation is a complicated, nonlinear and stochastic problem, it is unable to establish accurate mathematical model. An underground water level deformation prediction model based on BP neural network was constructed in this paper. Five closely related factors in underground water level deformation are river flow, temperature, saturation deficit, rainfall and evaporation, they were selected as input vector of BP neural network, underground water level measured value as a model target output. In Matlab 2011b simulation software, 24 groups observation data for underground water level and five closely related factors of a underground parking lot deep foundation pit engineering in Jilin as the sample set, 19 groups were randomly selected as the training sample set, other 5 groups were used as the testing sample set. The simulation result shows that testing value is very close to the true value in this method and the average relative error was 2.9708%. The method in this paper can achieve higher accuracy of groundwater level prediction in deep foundation pit engineering.
机译:地下水和岩体之间可能发生离子交换,沉淀,腐蚀和固结等效果,它将导致对深基坑工程的各种不利影响。预测地下水位,采取相应的降水控制措施非常重要。地下水位变形是一个复杂,非线性和随机的问题,它无法建立准确的数学模型。本文建立了基于BP神经网络的地下水位变形预测模型。地下水位变形的五个密切相关因素是河流,温度,饱和度,降雨和蒸发,它们被选为BP神经网络的输入向量,地下水位测量值作为模型目标输出。在Matlab 2011B仿真软件中,24组地下水位观测数据和吉林的地下停车场深基坑工程的五个密切相关因素,19组随机选择培训样本集,其他5组用作测试样本集。仿真结果表明,测试值非常接近此方法中的真实值,平均相对误差为2.9708%。本文中的方法可以实现深基坑工程中地下水位预测的更高精度。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
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