|本期目录/Table of Contents|

[1]华国威,娄彦彬,王世杰,等.基于PCA-BBO-SVM的尾矿坝变形预测模型与性能验证研究*[J].中国安全生产科学技术,2022,18(9):20-26.[doi:10.11731/j.issn.1673-193x.2022.09.003]
 HUA Guowei,LOU Yanbin,WANG Shijie,et al.Prediction model of tailings dam deformation based on PCA-BBO-SVM and its performance verification[J].JOURNAL OF SAFETY SCIENCE AND TECHNOLOGY,2022,18(9):20-26.[doi:10.11731/j.issn.1673-193x.2022.09.003]
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基于PCA-BBO-SVM的尾矿坝变形预测模型与性能验证研究*
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《中国安全生产科学技术》[ISSN:1673-193X/CN:11-5335/TB]

卷:
18
期数:
2022年9期
页码:
20-26
栏目:
学术论著
出版日期:
2022-09-30

文章信息/Info

Title:
Prediction model of tailings dam deformation based on PCA-BBO-SVM and its performance verification
文章编号:
1673-193X(2022)-09-0020-07
作者:
华国威娄彦彬王世杰胡少华
(1.武汉理工大学 安全科学与应急管理学院,湖北 武汉 430070;
2.河南省电力勘测设计院,河南 郑州 450007;
3.国家大坝安全工程技术研究中心,湖北 武汉 430010)
Author(s):
HUA Guowei LOU Yanbin WANG Shijie HU Shaohua
(1.School of Safety Science and Emergency Management,Wuhan University of Technology,Wuhan Hubei 430070,China;
2.Henan Electric Power Survey & Design Institute,Zhengzhou Henan 450007,China;
3.National Research Center for Dam Safety Engineering Technology,Wuhan Hubei 430010,China)
关键词:
尾矿坝变形预测PCA-BBO-SVM性能验证
Keywords:
tailings dam deformation prediction PCA-BBO-SVM performance verification
分类号:
X936
DOI:
10.11731/j.issn.1673-193x.2022.09.003
文献标志码:
A
摘要:
为准确预测尾矿坝变形趋势,通过主成分分析法(PCA)对尾矿坝变形影响因子进行优选,基于生物地理学优化算法(BBO)对支持向量机(SVM)参数进行寻优,建立PCA-BBO-SVM尾矿坝变形预测模型,并以杨家湾尾矿坝为例对模型性能进行验证。研究结果表明:PCA-BBO-SVM模型在4个测点的RMSE为0.139 6,0.274 2,0.317 0,0.530 6;MAE为0.112 5,0.213 5,0.269 0,0.412 9;MAPE为0.525 0%,0.692 3%,2.621 2%,1.311 2%;预测精度及对局部波动的预测能力均高于BP、GS-SVM、GA-SVM和PSO-SVM模型,研究结果可为尾矿坝变形预测提供模型支撑。
Abstract:
In order to accurately predict the deformation trend of tailings dam,the principal component analysis method (PCA) was used to optimally screen out the influencing factors of tailings dam deformation,and the parameters of support vector machine (SVM) were optimized based on the biogeographic optimization algorithm (BBO).A PCA-BBO-SVM prediction model of tailings dam deformation was established,and the Yangjiawan tailings dam was taken as an example to verify the performance of the model.The results showed that the RMSE of the PCA-BBO-SVM model at four measuring points were 0.139 6,0.274 2,0.317 0 and 0.530 6,the MAE were 0.112 5,0.213 5,0.269 0 and 0.412 9,and the MAPE were 0.525 0%,0.692 3%,2.621 2% and 1.311 2%,respectively.The prediction accuracy and the ability to predict local fluctuation were higher than those of BP,GS-SVM,GA-SVM and PSO-SVM models,and it can provide technical support for the deformation prediction of the tailings dam.

参考文献/References:

[1]胡军,常雄伸.基于IPSO-SVM对尾矿坝变形预测的研究[J].工业安全与环保,2019,45(9):15-18,62. HU Jun,CHANG Xiongshen.Prediction of tailings dam deformation based on improved particle swarm optimization and support vector machine[J].Industrial Safety and Environmental Protection,2019,45(9):15-18,62.
[2]黄军胜,黄良珂,刘立龙,等.基于EMD-FOA-BP神经网络的大坝变形预测研究[J].水力发电,2019,45(2):106-110. HUANG Junsheng,HUANG Liangke,LIU Lilong,et al.Study on dam deformation prediction based on EMD-FOA-BP neural network[J].Water Power,2019,45(2):106-110.
[3]田文财,李青,李枫林,等.AHP与GA-SVM耦合模型在滑坡预警中的应用[J].中国安全生产科学技术,2020,16(8):149-154. TIAN Wencai,LI Qing,LI Fenglin,et al.Application of AHP and GA-SVM coupling model in landslide warning[J].Journal of Safety Science and Technology,2020,16(8):149-154.
[4]HUANG W C,LIU H Y,ZHANG Y,et al.Railway dangerous goods transportation system risk identification:comparisons among SVM,PSO-SVM,GA-SVM and GS-SVM[J].Applied Soft Computing Journal,2021,109:110-113.
[5]吴中如.水工建筑物安全监控理论及其应用[M].北京:高等教育出版社,2003.
[6]陈志华,施昆,史华林.基于水文因素的尾矿坝变形监测分析研究[J].地矿测绘,2014,30(1):35-37. CHEN Zhihua,SHI Kun,SHI Hualin.Analysis ontailings dam deformation monitoring based on hydrological factors[J].Surveying and Mapping of Geology and Mineral Resources,2014,30(1):35-37.
[7]陈娅男,李素敏,郭瑞,等.基于时序InSAR的覆砂石尾矿坝形变演化研究[J].中国安全生产科学技术,2020,16(4):31-37. CHEN Yanan,LI Sumin,GUO Rui,et al.Study on deformation evolution of sandstone-covered tailings dam based on time series InSAR[J].Journal of Safety Science and Technology,2020,16(4):31-37.
[8]李丰旭.基于智能算法的尾矿坝变形预测及稳定性评价研究[D].贵阳:贵州大学,2019.
[9]奚之飞,徐安,寇英信,等.基于PCA-MPSO-ELM的空战目标威胁评估[J].航空学报,2020,41(9):216-231. XI Zhifei,XU An,KOU Yingxin,et al.Target threat assessment in air combat based on PCA-MPSO-ELM algorithm[J].Journal of Aeronautics,2020,41(9):216-231.
[10]黄梦婧,杨海浪.基于PSO的SVM-ARIMA大坝安全监控模型[J].人民黄河,2018,40(8):149-151,156. HUANG Mengjing,YANG Hailang.SVM-ARIMA dam safety monitoring model based on particle swarm optimization[J].Yellow River,2018,40(8):149-151,156.
[11]刘应君,司涌波,陈光武,等.基于CDET/MPSO-SVM的道岔故障诊断[J].北京交通大学学报,2021,45(2):52-59. LIU Yingjun,SI Yongbo,CHEN Guangwu,et al.Turnout fault diagnosis based on CDET/MPSO-SVM[J].Journal of Beijing Jiaotong University,2021,45(2):52-59.
[12]NA X,HAN M,REN W,et al.Modified BBO-Based multivariate time-series prediction system with feature subset selection and model parameter optimization[J].IEEE Transactions on Cybernetics, 2020,11(9):113-115.
[13]RAMYA J,SOMASUNDA R,VIJAYALAKSHMI D.Gas chimney and hydrocarbon detection using combined BBO and artificial neural network with hybrid seismic attributes[J].Soft Comput,2020,24:2341-2354.
[14]邢洁,宋男哲,陈祥伟,等.基于主成分分析的松花江流域黑龙江段水质评价[J].中国给水排水,2021,37(1):89-94. XING Jie,SONG Nanzhe,CHEN Xiangwei,et al.Water quality assessment of heilongjiang control section in songhua river basin based on principal component analysis[J].China Water & Wastewater,2021,37(1):89-94.
[15]刘泽,章光,李伟林,等.基于MIC-BBO-SVM的大坝渗流预测模型[J].中国安全生产科学技术,2020,16(11):12-18. LIU Ze,ZHANG Guang,LI Weilin,et al.Prediction model of dam seepage based on MIC-BBO-SVM[J].Journal of Safety Science and Technology,2020,16(11):12-18.
[16]刘志,刘泽,杨金辉,等.基于BBO-SVM的大坝变形预测模型与性能验证[J].水利水电技术,2020,51(8):62-68. LIU Zhi,LIU Ze,YANG Jinhui,et al.BBO-SVM-based dam deformation prediction model and its performance verification [J].Water Resources and Hydropower Engineering,2020,51(8):62-68.

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备注/Memo

备注/Memo:
收稿日期: 2021-08-11;网络首发日期: 2022-07-04
* 基金项目: 国家自然科学基金项目(51979208);国家“十三五”重点研发计划项目(2017YFC0804600);国家大坝安全工程技术研究中心开放基金项目(CX2019B014)
作者简介: 华国威,硕士研究生,主要研究方向为工程安全与应急管理。
通信作者: 胡少华,博士,副教授,主要研究方向为工程安全与应急管理。
更新日期/Last Update: 2022-10-14