水电站水道建筑群参数优化数学模型的探讨  

Exploration of the Optimal Model of the Parameters of the Water waytructures

作　　者：胡晓东[1] 鞠晓明[1] 李崇明 陈家远[1] 

机构地区：[1]成都科技大学

出　　处：《郑州工学院学报》1991年第3期144-149,共6页

摘　　要：迄今所进行的水力系统参数选择均建立在分散系统和恒定流的基础之上。本文以抽水蓄能电站及有压引水式水电站为典型对象对水力系统各建筑物建立了整体参数优化数学模型,其后又针对该模型的目标函数不可求导、计算量大、维数多、非线性的特点。提出了“严格单纯形”法并取得了初步成功。Up to now, the aetermination of the parameters of hydraulic system is based on the discrete system and steady flow. This paper take pumped storage station and diversion type power station as typical objects of study and gives out a global optimal model of the parameters of the water way structures. As far as the charachteristic of that the model can riot be derivated, takes lots of compution time, is multidimensional and is non-linear, this article also advances the 'Strictly Simplex Method' to solve the model has received success.

关 键 词：水电站 水道建筑 整体参数优化 

分 类 号：TV732[水利工程—水利水电工程]