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论文摘要

抽水蓄能电站泵工况全过流系统流场数值模拟

Numerical Simulation of Flow Field in Pumped Storage Power Station’s Whole Flow System at Pump Mode

作者:周大庆(河海大学 能源与电气学院);张蓝国(河海大学 能源与电气学院);张成华(国网新源控股有限公司)

Author:Zhou Daqing(College of Energy and Electrical Eng.,Hohai Univ.);Zhang Languo(College of Energy and Electrical Eng.,Hohai Univ.);Zhang Chenghua(State Grid Xin Yuan Co. Ltd)

收稿日期:2012-10-24          年卷(期)页码:2013,45(3):63-68

期刊名称:工程科学与技术

Journal Name:Advanced Engineering Sciences

关键字:抽水蓄能电站;水力损失;全过流系统;重力场;数值模拟

Key words:pumped storage power station;hydraulic loss;whole flow system;gravity field;numerical simulation

基金项目:国家自然科学基金资助项目(51106042)

中文摘要

为了更加全面分析抽蓄电站泵工况流场特征,建立包括引水隧洞、调压井、高压管道、水泵水轮机组与尾水隧洞的全过流系统几何模型。采用考虑重力作用的控制方程结合k-ω SST模型对其不同单机抽水工况进行3维湍流数值模拟,与模型试验换算结果进行对比,计算并分析了各个过流部件的水力损失。结果表明:考虑重力作用的数值模拟得到的流场分布状态更贴近实际,额定工况效率误差为0.9%,扬程误差为1.0%,其它工况效率和扬程的最大误差分别小于3.5%和3.0%。抽蓄电站水力损失主要发生在机组段,而输水系统水力损失相对较小,平均约占总水力损失的10.4%。导叶开度相同时,不同工况机组段水力损失的诱发因素不同,小流量工况水力损失主要因为转轮进口流态紊乱,出口流场不均匀;而活动导叶开度较小,流速过大是大流量工况水力损失主要成因。

英文摘要

In order to comprehensively study the flow field characteristics of pumped storage power station’s whole flow system in pump mode, a geometric model of the flow system including diversion tunnel,surge chamber,penstock,pump turbine unit and tailrace tunnel was established. The flow characteristic in pump mode was simulated by control equations which considered gravity influence and shear stress transmission SSTk-ωmode. Hydraulic losses were calculated and analyzed based on the numerical results. Results showed that using the numerical simulation method considered gravity influence could get more realistic results with the efficiency error of 0.9% and lift error of 1.0% in the rated condition, which are less than 3.5% and 3.0% in other cases,respectively.Hydraulic loss of unit-block is significant,by contrast,it is small in the water conveyance system that takes up 10.4% of total hydraulic loss averagely.The main reason of unit-block’s hydraulic loss is different at different flow conditions with the same guide vane opening, flow pattern disordered at inlet of runner and asymmetric at outlet of runner intensified hydraulic loss at the low flow conditions,while the hydraulic loss at high flow conditions mainly because the opening of guide vanes is not big enough.

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