摘要
以糯扎渡施工期心墙沉降为研究对象,阐述了统计回归模型的建立与分析的理论及步骤.借鉴传统统计模型,通过改变模型因子形式建立不同模型,对比分析模型应用结果确定较优且适用的统计模型形式.通过实测资料建立模型并评价模型预测效果,结果表明模型预测精度高,使用较传统模型更为方便,可以作为该工程施工期沉降分析的一个工具,并可为类似工程提供参考.
This paper studies the core-wall settlement of Nuozhadu core-wall rockfill dam in the construction period and describes the establishment and analysis of the theory and procedures for statistical regression model.Based on traditional statistical model,different models are established by changing the forms of model factors;comparative analysis of the results of model application is made so as to determine the appropriate and better statistical model form.Through the measured data to establish the model and evaluate the prediction of different models.The results indicate that the accuracy of model prediction is high and it is more convenient than the traditional model.Therefore,it can be used as a tool for settlement analysis for Nuozhadu project in the construction period and providing a reference for similar projects.
出处
《三峡大学学报(自然科学版)》
CAS
2012年第2期19-24,共6页
Journal of China Three Gorges University:Natural Sciences
基金
国家自然科学基金资助项目(51139001
51179066
51079046
50909041)
河海大学水文水资源与水利工程科学国家重点实验室专项基金(2009586912)
中央高校基本科研业务费项目(2009B08514
2010B20414
2010B01414
2010B14114)
江苏高校优势学科建设工程资助项目(水利工程)(YS11001)
水利部公益性行业科研专项经费项目(201201038)
关键词
糯扎渡水电站
心墙堆石坝
施工期
沉降
统计模型
Nuozhadu hydropower plant
core-wall rockfill dam
construction period
settlement
statistical model