某水电站深孔泄洪洞流态及泄洪试验研究  

Study of flow pattern and flood discharge test of deep-hole flood discharge tunnel for a hydropower station

作　　者：高尚 GAO Shang(Investigation and Research Institute of Water Resources and Hydropower of Xinjiang Uygur Autonomous Region,Urumqi 830000,China)

机构地区：[1]新疆水利水电勘测设计研究院有限责任公司,乌鲁木齐830000

出　　处：《广西水利水电》2022年第4期6-11,共6页Guangxi Water Resources & Hydropower Engineering

摘　　要：为进一步了解某水电站扩机深孔泄洪洞改建工程中存在的问题,通过水工模型试验,开展上游进气、流态、泄流能力等问题的研究,得出库水位在死水位~校核水位范围内,下游工作弧门全开时,工作闸室成为了进气通道,是导致洞内流态恶化的主要原因。为确保洞内形成有压水流结构,以及汛期度汛安全,下游弧门需局部开启控泄,同时得出上游水位与下游弧门开度、泄量之间的对应关系,研究成果可为工程汛期运行提供参考。In order to further understand the problems existing in the alteration work of the deep-hole flood discharge tunnel of a hydropower station,hydraulic model test was conducted to study the upstream intake flow pattern and flood discharge capacity.It is concluded that the reservoir water level is between the dead water level and check water level;and the working gate chamber becomes the air intake channel when the downstream working arc gate is fully open,which is the major cause for the deterioration of flow pattern in the tunnel.In order to ensure the structure of pressurized water flow in the tunnel and the safety of flood season,the downstream arc gate needs to be controlled at partial opening.The relationship between the upstream water level and the downstream arc gate opening and discharging is obtained.The result of study is able to provide reference for the operation of project in flood season.

关 键 词：水工模型试验 泄洪洞 流态 安全度汛 运行方式 

分 类 号：TV131.61[水利工程—水力学及河流动力学]