首页 | 官方网站   微博 | 高级检索  
     

混沌粒子群优化算法在确定含水层参数中的应用
引用本文:周秀秀,常安定,郭建青,王久杰.混沌粒子群优化算法在确定含水层参数中的应用[J].水资源与水工程学报,2013,24(1):96-99.
作者姓名:周秀秀  常安定  郭建青  王久杰
作者单位:1. 长安大学理学院,陕西 西安,710064
2. 长安大学环境科学与工程学院,陕西 西安,710064
基金项目:中央高校基本科研业务费专项资金(CHD2012TD015)
摘    要:以泰斯公式为例,将混沌粒子群优化算法应用于求解分析抽水试验数据,解决含水层参数的函数优化问题.通过在粒子群算法的初始化粒子位置及后续的细搜索过程中加入混沌序列,提高了算法的收敛速度和精度.数值实验结果表明:混沌粒子群算法能够有效地应用于求解含水层参数计算问题;粒子数的增多对混沌粒子群算法收敛性的影响不明显;待估导水系数选取不同的倍数均体现出混沌粒子群算法的收敛性明显优于粒子群优化算法.混沌粒子群算法应用于确定含水层参数是可行的.

关 键 词:混沌寻优  粒子群优化  抽水实验数据  含水层参数
收稿时间:2012/11/22 0:00:00
修稿时间:2012/12/10 0:00:00

Application of chaos particle swarm optimization algorithms to estimation of aquifer parameters
ZHOU Xiuxiu,CHANG Anding,GUO Jianqing and WANG Jiujie.Application of chaos particle swarm optimization algorithms to estimation of aquifer parameters[J].Journal of water resources and water engineering,2013,24(1):96-99.
Authors:ZHOU Xiuxiu  CHANG Anding  GUO Jianqing and WANG Jiujie
Affiliation:a(a.College of Science;b.School of Environmental Science & Engineering,Chang’an University,Xi’an 710064,China)
Abstract:Taking taylor's formula for example, the paper applied chaos partiele swarm optimization algorithm to analyze pumping test daga so as to slove the function optimization problem of parameters in aquifer. Through particle swarm optimization algorithm in the initial position and fine search process the chaotic sequence was added. The numerical experiment results show that the CPSO algorithms are effective to solve the aquifer parameter function optimization problem; the influence of particle increase on the convergence of chaos particle swarm optimization algorithms are not obvious; the initial value of conductivity selecting different multiples embodied that chaos particle swarm optimization algorithm is superior to the convergence of particle swarm optimization algorithms. To apply the CPSO algorithms to determining the aquifer parameters is feasible.
Keywords:chaos optimization  particle swarm optimization  pumping test data  aquifer parameters
本文献已被 CNKI 万方数据 等数据库收录!
点击此处可从《水资源与水工程学报》浏览原始摘要信息
点击此处可从《水资源与水工程学报》下载全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司    京ICP备09084417号-23

京公网安备 11010802026262号