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庞树森, 张 俊, 张玉松, 彭付近, 黄 斌, 吕祥熙.清江来水对葛洲坝水电站调度策略影响研究水资源与水工程学报[J].,2021,32(6):159-162
清江来水对葛洲坝水电站调度策略影响研究
Impact of Qingjiang River inflow on the Gezhouba Hydropower Station scheduling strategy
  
DOI:10.11705/j.issn.1672-643X.2021.06.21
中文关键词:  电站优化调度  顶托  水头  损失出力  葛洲坝电站  清江
英文关键词:scheduling optimization  backwater  waterhead  loss output  the Gezhouba Hydropower Station  the Qingjiang River
基金项目:国家自然科学基金项目(U2040220)
作者单位
庞树森1, 张 俊2, 张玉松1, 彭付近3, 黄 斌1, 吕祥熙1 (1.中国长江电力股份有限公司 湖北 宜昌 443002 2.长江水利委员会水文局湖北 武汉 430010 3.宜昌市水文局 湖北 宜昌 443000) 
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中文摘要:
      葛洲坝水电站调度难点主要在于下游水位变化的不确定性,下游水位极易受到清江来水的顶托影响。为探索清江来水的顶托作用对葛洲坝水电站调度策略的影响,利用实测水文数据统计分析清江来水对宜昌水文站的顶托影响量,并据此分析水电站的损失出力。结果表明:清江来水对宜昌站的顶托作用随着清江来水的增大而增大、随着宜昌站流量的增大而减小,电站损失出力随着清江来水的增大而增大、随着出库流量的增大而先增大后减小,当出库流量为满发流量时达到最大损失出力值。研究成果可为葛洲坝电站调度策略提供参考,实际调度还需要结合三峡水库联合调度,优化水位控制,综合制定调度决策。
英文摘要:
      The scheduling of the Gezhouba Hydropower Station is challenged by the uncertainty of the changes of downstream water level, as it is susceptible to backwater effect caused by the inflow from the Qingjiang River. In order to identify the impact of the backwater effect on the Gezhouba Hydropower Station scheduling strategy, we analyzed the extent of the backwater effect of the Qingjiang River inflow on the Yichang Hydrological Station based on the monitored hydrologic data, and in turn identified the loss output of the hydropower station. Results show that the backwater effect of the Qingjiang River inflow on Yichang Hydrological Station increased with the increase of the inflow, but decrease with the increase of the water flow in the Yichang Hydrological Station. Meanwhile, the loss output of the hydropower station increased with the increase of the inflow, whereas experienced increase-to-decrease transition with the increase of the discharge flow, and reached its maximum when the discharge flow was at full capacity. Study results is conducive to the decision-making of scheduling strategies for the Gezhouba Hydropower Station. However, the actual formulation of its scheduling strategy should take the joint regulation of the Three Georges Reservoir and optimization of water level control into consideration.
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