Effects of pipe diameters on the pressures during delayed load rejection in high-head pumped storage power stations
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High-head pumped storage power stations face serious problems related to the transient process, especially in the area of delayed load rejection in stations with annular piping layouts. The controlled pressures are adversely affected, which leads to many problems in the engineering design phase. In this study, we investigated this condition through theoretical analysis, numerical simulation, and actual engineering practice. We concluded that the root cause of the pressure issues is the flow switching resulted from the non-synchronous changes in pressure between each branch pipe. Moreover, we examined the impact of the diameters of the upstream main pipe and branch pipe on the controlled pressures and determined that the diameter of the branch pipe has a major influence on the pressures as it changes the flow switching rate. A similar investigation was conducted for downstream pipes. Our conclusions can be applied to actual engineering practice for high-head pumped storage power stations.
[1] Zhang Jian,et al. The influence of layout of water conveyance system on the hydraulic transients of pump-turbines load successive rejection in pumped storage station , 2008 .
[2] François Avellan,et al. Transient Behavior of Variable Speed Pump-Turbine Units , 2008 .
[3] Zhang Chun. Study on transition process of load successive rejection of multiple units per penstock in pumped storage hydropower power station , 2011 .
[4] Yang Jian-dong. Effect of tailrace surge tank location on adjustment and assurance , 2007 .