摘要
根据坝址区的地形、地质条件，枢纽采用左岸电站布置方案，电站位于主河槽左侧，为了满足排沙要求，每个机组段均设有１条排沙孔。泄洪闸位于主河槽右侧，承担汛期泄洪及库区冲沙，消能方式为底流消能。由于坝基岩体力学强度低，给建筑物的设计带来了一些困难，但均采取了相应措施，以确保其安全性和功能不受影响。
The power plant is arranged on left side of river channel according to the topographical and geologic condition of the dam siteTo meet the requirments of sediment flushing,there is one sand escape in every unit sectionThe discharging sluices are located on right side of river channle in charge of flood discharging and sand flushing for reservoir area in flood season,it takes the method of underflow energy disspationIt is difficult to design structures as the mechanical strength of foundation rocks is lower,some appropriate measures have been taken to ensure the security and functions of structures
出处
《水利水电工程设计》
1998年第2期5-7,共3页
Design of Water Resources & Hydroelectric Engineering
关键词
枢纽布置
沙坡头
水利枢纽
建筑物设计
黄河
project layout,diversion method,foundation treatment,Shapoton Water Control Project
