IMHE OpenIR  > 山地灾害与地表过程重点实验室
非线性组合模型在库岸边坡地下水位预测中的应用
Alternative TitlePrediction of Groundwater Level for Reservoir Slope with Nonlinear-Combined Model
邓宏艳1,2,3; 王成华2,3
2010
Source Publication土木建筑与环境工程
ISSN1674-4764
Volume32Issue:3Pages:31-35
SubtypeArticle
Contribution Rank2
Abstract根据某库岸边坡地下水位的监测资料,建立了地下水位预测的时间序列法和速率分析法,在此基础上构建了非线性组合预测模型.各模型的预测结果分析表明:非线性组合模型的精度高于单一预测模型,是一种较好的库岸坡体地下水位预测方法,非线性组合预测模型的应用,为库岸边坡稳定性的长期预测提供创造了条件.
Other AbstractWith the monitoring data of groundwater level of some reservoir slope, the nonlinear-combined model was established on the basis of establishing the time series method and speed analysis method. Upon the comparison, it was found that the precision of non-linear combined-model was higher than that of single modeL It was an effective prediction method for groundwater level of reservoir slope and could be employed for stability prediction of reservoir slope.
Keyword非线性组合模型 时间序列法 速率分析法 库岸边坡 边坡稳定性 地下水位预测 地下水
Indexed ByCSCD
Language中文
CSCD IDCSCD:3812311
Citation statistics
Cited Times:1[CSCD]   [CSCD Record]
Document Type期刊论文
Identifierhttp://ir.imde.ac.cn/handle/131551/25610
Collection山地灾害与地表过程重点实验室
Corresponding Author邓宏艳
Affiliation1.西南交通大学土木工程学院;
2.中国科学院水利部成都山地灾害与地表过程重点实验室;
3.中国科学院水利部成都山城灾害与环境研究所
First Author Affilication中国科学院水利部成都山地灾害与环境研究所
Corresponding Author Affilication中国科学院水利部成都山地灾害与环境研究所
Recommended Citation
GB/T 7714
邓宏艳,王成华. 非线性组合模型在库岸边坡地下水位预测中的应用[J]. 土木建筑与环境工程,2010,32(3):31-35.
APA 邓宏艳,&王成华.(2010).非线性组合模型在库岸边坡地下水位预测中的应用.土木建筑与环境工程,32(3),31-35.
MLA 邓宏艳,et al."非线性组合模型在库岸边坡地下水位预测中的应用".土木建筑与环境工程 32.3(2010):31-35.
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