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。
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.
引水式电站往往具有较长的有压隧洞。
Hydropwer station with leading water usually has a long leading tunnel.
挡水建筑物为浆砌石拱坝，引水系统为有压引水，厂房为地面式厂房。
Retaining structure of masonry arch dam, diversion system for pressurized water diversion, plant-plant to the ground.
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