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抽水蓄能电站岔管年效益损失模型

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抽水蓄能电站岔管产生的水头损失占比较大,进行岔管体型优化时,如何选择最优体型是一个关键问题。前人通过比较水头损失系数来确定最优体型,然而发电工况与抽水工况水头损失系数最小值对应的体型不一样,无法得到唯一解。为了便于选择岔管的最优体型,通过分析电站经济效益,建立抽水蓄能电站岔管年效益损失模型,并将其应用于岔管导流板体型优化中。结果表明:通过岔管年效益损失模型可得到体型优化的唯一最优解,该模型可行,并且导流板能够减小电站岔管29。75%的年效益损失。年效益损失模型可用于岔管体型优化选型。
Annual Benefit Loss Model of Turnout Pipe in Pumped Storage Power Station
The head loss caused by bifurcated pipes in pumped storage power stations is relatively large.How to select the optimal shape of bifurcated pipes is a key problem when optimizing the shape of bifurcated pipes.The predecessors determined the optimal shape by comparing the head loss coefficient.However,the shape corresponding to the minimum head loss coefficient under the power generation condition and the pumping condition is different,and the unique solution cannot be obtained.In order to select the optimal shape of bifurcated pipe,the annual benefit loss model of bifurcated pipe in pumped-storage power station is established by analyzing the economic benefits of the power station,and it is applied to the shape optimization of bifurcated pipe guide plate.The results show that the only optimal solution of shape optimization can be obtained by the annual benefit loss model of bifurcated pipe.The model is feasible,and the guide plate can reduce the annual benefit loss of 29.75%of the bifurcated pipe in the power station.The annual benefit loss model can be used to optimize the type selection of bifurcated pipe.

Pumped storage power stationbifurcation pipeannual benefit loss modelshape optimizationdeflector

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陕西工业职业技术学院,陕西 咸阳 712000

抽水蓄能电站 岔管 年效益损失模型 体型优化 导流板

陕西工业职业技术学院科研基金资助项目

2022YKYB-016

2024

陕西水利
陕西省城乡供水管理办公室

陕西水利

影响因子:0.185
ISSN:1673-9000
年,卷(期):2024.(1)
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