摘要
甘肃舟曲县白龙江虎家崖水电站枢纽采用闸坝联合泄洪、底流消能的布置方案。通过水工模型试验，论证方案的可行性并针对上游导墙造成的流态问题及下游消能冲刷所存在的问题进行了优化。
The scheme of flood discharge and energy dissipation was made use of dam and gate conjointly for Hujiaya hydropower station, Quzhou county, Gansu. It was demonstrated by hydraulic model test that the scheme is feasible. Optimization was conducted for the problems of flow regime caused by the upper reach guide wall and scour caused by energy dissipation structure.
出处
《西北水力发电》
2006年第1期57-59,共3页
Journal of Northwest Hydroelectric Power
关键词
低坝
底流
消能防冲
流态
low dam
the bottom flows
dissipation and scour
flow regime
