基于MATLAB复合形法的溢流坝段优化设计  

Optimization design of overflow dam section based on complex method of MATLAB

作　　者：李振宇 LI Zhen-yu

机构地区：[1]辽宁润中供水有限责任公司,辽宁沈阳110020

出　　处：《东北水利水电》2019年第2期1-3,71,共4页Water Resources & Hydropower of Northeast China

摘　　要：文中以辽宁省丹东凤城市的河湾水电站为例,采用基于MATLAB复合形法进行了溢流坝段优化设计研究,结论显示:在基本组合工况和特殊组合工况下,溢流坝段断面积优化率分别为16.74%和14.77%,优化效果十分明显。Taking the Hewan hydropower station in Fengcheng County of Dandong City of Liaoning Province as an example,the optimization design of overflow dam section is studied by using complex method of MATLAB.The result shows that,under the basic combined working conditions and special combined working conditions,the area optimization ratio of the overflow dam section is 16.74%and 14.77%,and then the optimization effect is evident.

关 键 词：河湾水电站 溢流坝段 复合形法 优化设计 

分 类 号：TV641.45[水利工程—水利水电工程]