排水管系设计的罚函数离散优化法  

An Discrete Optimization Method of Penalty Function for Sewer System Design

作　　者：欧阳建新[1] 陈信常[1] 

机构地区：[1]湖南大学环境保护研究所

出　　处：《湖南大学学报（自然科学版）》1997年第1期39-43,共5页Journal of Hunan University:Natural Sciences

摘　　要：结合排水工程的特点，提出一种新的罚函数离散优化方法，建立排水管系优化设计模型．并提出整体控制与局部控制相结合的水力计算方法，对各设计方案进行选择，成功地解决了现有优化方法中如动态规则法、拟差动态规划法。In this paper, with sewage engineering properties, a new discrete optimization method of penalty function has been proposed to develop a working model for sewer system optimal design.A kind of hydraulic calculation approach in which entire control and local control are used together to make the choice of available design plans has been put forward. Some problems have been successfully solved,which can not be solved by present optimization methods such as Dynamic Programming,Discrete Differential Dynamic Programming,Optimization in Two Aspects , etc.

关 键 词：罚函数离散优化 局部控制 排水管系 优化设计 

分 类 号：TU992.0[建筑科学—市政工程]