摘要
Abstract
Bottom rail rack dam has many merits such as simple structure, low construction difficulty and cost,easy operation and management. In the paper, the hydraulic calculation and discharge calculation on bottom grid type di-version are described in details based on the analysis on the design of bottom rail rack dam for the backwater weir at No. 1 Diversion Point and the structural design concept on diverting water and sluicing sediment,which has certain reference value on improving the design and study of bottom rail rack dam.关键词
底格栏栅坝/水力计算/结构设计/老挝会兰庞雅水电站Key words
bottom rail rack dam/hydraulic calculation/structural design/Houay Lamphan Gnai Hydropower Station in Laos分类
建筑与水利
