首页|多沙河流典型抽蓄电站取水防沙优化方案数模研究

多沙河流典型抽蓄电站取水防沙优化方案数模研究

扫码查看
针对抽水蓄能电站取水河段水沙特点提出了拦排沙和停机避沙两种取水防沙方案,将上下水库冲淤与过机含沙量联算,建立取水防沙优化方案数学模型,并应用于多沙河流上的某抽水蓄能电站,定量评估了两种方案的减沙效果。研究结果表明,采取拦排沙工程措施后,该电站的多年平均过机含沙量减小39。7%~44。8%,上水库淤积率减小3。54%,下水库淤积率减小2。11%;采取停机避沙调度方案后,多年平均过机含沙量减小43。6%~44。8%,上水库淤积率减小0。73%,下水库淤积率增加2。02%。两种方案均可将过机含沙量控制在安全范围内,且一定程度上缓解了上水库的库容损失。研究成果可为工程设计提供技术支撑,对相关研究具有指导意义。
Numerical model study on optimal scheme of water intake and sediment control for typical pumped storage power station in sandy rivers
According to the characteristics of water and sediment in the water intake channel of pumped storage power stations(PSPS),two water intake and sediment control schemes,namely sediment interception and drainage and sediment avoidance,have been proposed.The optimization numerical model for water intake and sediment control is established by taking the upper reservoir,the lower reservoir,pressure pipeline and power station equipment as a whole.Based on the study of the turbine sediment concentration(TSC)and the siltation in the upper and the lower reservoirs of a certain PSPS intended to be built on a sandy river,the sediment control effects of the optimized schemes are quantitatively evaluated.Modelling results show that:after implementing sediment interception and drainage engineering,the average TSC will be reduced by 39.7%~44.8%,and the sedimentation rate in the upper and lower reservoir will be reduced by 3.54%and 2.11%,respectively.After adopting the unit outage scheme for sediment avoidance,the average TSC will be reduced by 43.6%~44.8%,the sedimentation rate in the upper reservoir will be reduced by 0.73%;however,the sedimentation rate in the lower reservoir has increased by 2.02%.Both of two optimization schemes can control the TSC within a safe range,and alleviate the effective capacity loss of the upper reservoir to a certain extent.The research results can provide technical support for engineering design and have certain guiding significance for related research.

pumped storage power stationturbine sediment concentrationwater intake and sediment controlscheme optimizationnumerical simulation

刘创、余明辉、余飞、何鑫、王凯旋

展开 >

武汉大学水资源工程与调度全国重点实验室,湖北武汉 430072

中国电力工程顾问集团中南电力设计院有限公司,湖北,武汉 430071

抽水蓄能电站 过机含沙量 取水防沙 方案优化 数值模拟

2024

泥沙研究
中国水利学会

泥沙研究

CSTPCD北大核心
影响因子:0.817
ISSN:0468-155X
年,卷(期):2024.49(6)