考虑非线性环境量影响的混凝土重力坝坝基扬压力分析

doi:10.11988/ckyyb.20150478

院报 ›› 2016, Vol. 33 ›› Issue (8): 42-46.DOI: 10.11988/ckyyb.20150478

考虑非线性环境量影响的混凝土重力坝坝基扬压力分析

徐蔚¹，方春晖²，王雪³，朱凯⁴

1.浙江水利水电学院建筑工程学院，杭州 310018；
2.浙江省水利河口研究院，杭州 310020；
3.浙江同济科技职业学院水利工程系，杭州 311231；
4.河海大学水文水资源与水利工程科学国家重点实验室，南京 210098

收稿日期:2015-06-06 修回日期:2015-06-18 出版日期:2016-07-25 发布日期:2016-07-25
作者简介:徐蔚(1972-)，女，浙江杭州人，副教授，硕士，主要从事土木工程防灾减灾研究，(电话)0571-86929055(电子信箱)sltrgq@163.com。

Uplift Pressure at Dam Base of Concrete Gravity Dam Considering the Nonlinear Environmental Impacts

XU Wei¹, FANG Chun-hui², WANG Xue³,ZHU Kai⁴

1.Architectural Engineering Institute,Zhejiang University of Water Resources and Electric Power, Hangzhou 310018,China;
2. Zhejiang Institute of Hydraulics & Estuary, Hangzhou 310020,China;
3. Department of
Hydraulic Engineering,Zhejiang Tongji Vocational College of Science and Technology, Hangzhou 311231,China;
4. State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering, Hohai University, Nanjing 210098,China

Received:2015-06-06 Revised:2015-06-18 Online:2016-07-25 Published:2016-07-25

摘要/Abstract

摘要： 基于混凝土重力坝上游库水位及降雨对其坝基扬压力影响的滞后效应及其非线性特征，建立了考虑环境量非线性影响过程的混凝土重力坝坝基扬压力监测模型，将上游库水位及降雨对坝基扬压力的影响视为一个正态分布过程，并采用量子遗传算法，对相应滞后天数和影响天数进行智能寻优，以提高拟合及预测精度。最后，以某混凝土重力坝为例，采用上述方法对其A6-UP-01测点扬压力测值进行拟合和预测，通过与坝基扬压力实测值对比分析，验证了本文方法优于传统坝基扬压力统计模型，具有一定科学和实践应用价值。

关键词: 混凝土重力坝, 扬压力, 滞后效应, 传统统计模型, 分组量子遗传算法

Abstract: In view of the lag effect and the nonlinear characteristics of the influence of upstream water level and rainfall on the uplift pressure of concrete gravity dam, a monitoring model of the concrete gravity dam considering the nonlinear environmental influence is established. The influential process is regarded as a normal distribution process and the lagging days and influential days are optimized by improved quantum genetic algorithm to raise the fitting and forecasting accuracy. Finally, a concrete gravity dam is taken as an example and the corresponding uplift pressure series of the measuring point A6-UP-01 are fitted and predicted with the proposed method. Through comparison between measured data and predicted data, the proposed method is verified superior to the traditional statistic model and it is of scientific and practical application value.

Key words: concrete gravity dam, uplift pressure, hysteresis effect, traditional statistical model, classified quantum genetic algorithm

中图分类号:

TV698.1

徐蔚，方春晖，王雪，朱凯. 考虑非线性环境量影响的混凝土重力坝坝基扬压力分析[J]. 院报, 2016, 33(8): 42-46.

XU Wei, FANG Chun-hui, WANG Xue,ZHU Kai. Uplift Pressure at Dam Base of Concrete Gravity Dam Considering the Nonlinear Environmental Impacts[J]. JOURNAL OF YANGTZE RIVER SCIENTIFIC RESEARCH INSTI, 2016, 33(8): 42-46.

[1]	李慧鑫, 曹文贵, 陈可. 考虑滞后效应与吸附作用的非饱和土SWCC分形模型[J]. 院报, 2022, 39(6): 82-89.
[2]	吕从聪, 李宗利, 李东奇. ABAQUS渗流应力耦合分析中渗透荷载施加问题探讨[J]. 院报, 2018, 35(5): 68-72.
[3]	顾培英, 肖仕燕, 邓昌, 章道生, 王建. 冲击荷载作用下混凝土重力坝破坏特性分析[J]. 院报, 2016, 33(5): 48-52.
[4]	曹明杰,曹鑫,徐政治. 量子遗传算法在混凝土重力坝综合弹性模量反演中的应用[J]. 院报, 2016, 33(4): 111-114.
[5]	黄耀英，沈振中，郑宏. 重力坝深层抗滑稳定分析中扬压力施加方法[J]. 院报, 2013, 30(12): 112-117.
[6]	吴杰芳 , 张林让 , 陈震 . 混凝土重力坝深层抗震抗滑稳定分析研究[J]. 院报, 2010, 27(6): 58-61.
[7]	邹竹荪,高大水,叶柳. 三峡工程~#18溢流坝段稳定问题试验研究[J]. 院报, 1991, 8(3): 1-7.
[8]	胡积龄. 对“大坝(岩基)稳定性计算方法的探讨”一文的讨论[J]. 院报, 1988, 5(4): 79-82.
[9]	董学晟. 三峡大坝抗滑稳定参数问题[J]. 院报, 1988, 5(2): 10-19.
[10]	龚召熊,陈进. 大坝(岩基)稳定性计算方法的探讨[J]. 院报, 1988, 5(1): 25-36.
[11]	李思慎. 水工建筑物扬压力设计中的几个问题[J]. 院报, 1985, 2(1): 76-85.
[12]	钱胜国. 混凝土重力坝抗震的若干问题[J]. 院报, 1985, 2(1): 65-75.

考虑非线性环境量影响的混凝土重力坝坝基扬压力分析

Uplift Pressure at Dam Base of Concrete Gravity Dam Considering the Nonlinear Environmental Impacts

PDF

可视化

摘要/Abstract

引用本文

使用本文

相关文章 12

编辑推荐

Metrics

本文评价