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基于BP神经网络的坝体混凝土 二期通水冷却分析
引用本文:付学奎,周宜红,黄耀英,周绍武,李金河.基于BP神经网络的坝体混凝土 二期通水冷却分析[J].水利水电技术,2012,43(2):50-53.
作者姓名:付学奎  周宜红  黄耀英  周绍武  李金河
作者单位:(1.三峡大学水利与环境学院,湖北宜昌423002; 2.中国长江三峡集团公司,湖北宜昌443001)
基金项目:国家自然科学基金,三峡大学基金
摘    要:由于在大坝混凝土施工时一些坝段的接缝灌浆区没有预理温度计,故进行二期冷却时难以判 断混凝土灌浆区的温度是否达到接缝灌浆的要求。对此,本文以冷却水管进口温度、出口温度、通水 流量、当天坝块的起始温度为输入量,实测混凝土温度为输出量,建立二期通水冷却统计模型,采用 BP神经网络对二期冷却时通水工况和坝体混凝土温度作为样本进行训练,然后通过二期冷却时通水 工况预测坝体混凝土的温度。实例分析表明,此方法可行。

关 键 词:混凝土坝  二期通水冷却  BP神经网络  温度预测  接缝灌浆  混凝土灌浆区  
收稿时间:2011-08-09

BP-neural network based analysis on second-stage cooling of dam concrete
FU Xuekui , ZHOU Yihong , HUANG Yaoying , ZHOU Shaowu , LI Jinhe.BP-neural network based analysis on second-stage cooling of dam concrete[J].Water Resources and Hydropower Engineering,2012,43(2):50-53.
Authors:FU Xuekui  ZHOU Yihong  HUANG Yaoying  ZHOU Shaowu  LI Jinhe
Affiliation:(1. College of Hydraulic&Envimnmental Engineering, Three Gorges University, Yichang 443002,Hubei, China 2. China Three Gorges Corporation, Yichang 443001,Hubei, China)
Abstract:As there no any thermometers are pre-embedded in the joint grouting zones of some dam sections during concrete construction of dam;it is difficult to judge whether the temperature of the grouting zone meets the requirement of the joint grouting or not when carrying out the second-stage water cooling.For this,a statistical model of the second-stage water cooling is established herein by taking the inlet and outlet temperatures,cooling water flow-rate and the initial temperature of the temperature of intraday dam block as the inputs and taking the measured temperature of concrete as the output,and then the water-flowing condition and the dam concrete temperature during the second-stage water cooling are trained as the specimens with the BP-neural network,thereinafter,the dam concrete temperature is predicted based on the water flowing condition of the second-stage water cooling.The analysis made on an actual case shows that this method is feasible.
Keywords:concrete dam  second-stage water cooling  BP-neural network  temperature prediction  joint grouting  concrete grouting zone
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