排水管系设计的罚函数离散优化法  

A DISCRETE OPTIMIZATION OF PENALTY FUNCTION FOR SEWER SYSTEM DESIGN

作　　者：欧阳建新[1] 陈信常[1] 

机构地区：[1]湖南大学环境工程研究所,410082

出　　处：《给水排水》1996年第5期19-21,共3页Water & Wastewater Engineering

摘　　要：本文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划法、拟差动态规划法、两相法等未能解决的一些问题.In this paper a new discrete optimization method of penalty function has been proposed with sewage engineering properties to develop a working model for sewer system optimal design and 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, and some problems have been successfully solved, which present optimization methods such as dynamic programming, discrete differential dynamic programming, optimization in two aspects etc can not.

关 键 词：排水管道 罚函数法 排水工程 设计 

分 类 号：TU992.23[建筑科学—市政工程]