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水力发电学报 ›› 2022, Vol. 41 ›› Issue (11): 34-45.doi: 10.11660/slfdxb.20221104

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竖井式进/出水口工程尺度SPH方法模拟研究

  

  • 出版日期:2022-11-25 发布日期:2022-11-25

Real-scale 3D modeling of hydraulic characteristics of vertical inlet and outlet using SPH method

  • Online:2022-11-25 Published:2022-11-25

摘要: 抽水蓄能电站是清洁能源体系的重要调节设施,进/出水口的水力特性直接影响抽水蓄能电站运维和收益。抽水蓄能电站竖井式进/出水口水力特性的数值模拟多采用基于网格的欧拉方法,但由于弯管段体型突变,导致孔口区域流场计算精度下降。为了克服欧拉法网格畸变的不足,本文尝试无网格的拉格朗日光滑粒子流体动力学SPH方法对含弯管段的竖井式进/出水口水力特性进行工程尺度精细模拟。结果表明,通过GPU硬件加速,实现了工程尺度的千万级粒子数SPH模拟计算,结果精度较高;对比模型试验结果,发电/抽水工况下上水库至直管段水头损失系数模拟相对误差为15.79%和19.51%,孔口断面流速不均匀系数模拟相对误差为6.30%和3.20%;对比PIV测量结果,弯管段模拟结果一致性较高,但扩散段流动分离现象较明显;对比不包含弯管段的Fluent计算结果,导流锥附近无漩涡且孔口回流区域面积更小。研究发现,相较于欧拉法,SPH方法更清晰地模拟流动分离、二次流等复杂紊流现象,且在局部体型突变处模拟更贴近实际流动特征,具有较大模拟应用潜力。

关键词: 水力学, SPH方法, 工程尺度, 竖井式进/出水口, 三维数值模拟

Abstract: Pumped storage power station is an important regulating facility of the clean energy system; the hydraulic characteristics of its inlet and outlet directly affect its operation, maintenance and benefits. For the vertical inlet and outlet, most of its previous models used the grid-based Euler method, but their modelling accuracy of the flows around its orifice was low due to the bend turning. To overcome this issue, our study applies a meshless method of Lagrangian Smooth Particle Hydrodynamics (SPH) to simulate the flows in a vertical inlet and outlet connecting to a bend, by using tens of millions of particles for a real-scale simulation that is realized via GPU hardware acceleration. For the two conditions of power generation and pumping, the relative errors of the SPH method are 15.8% and 19.5% respectively in the head loss coefficient of the section from the head reservoir to the straight pipe, and 6.3% and 3.2% in the flow velocity nonuniformity coefficient of the orifice section, in comparison with the physical model measurements. The simulated flows show a good agreement of the bend section with the PIV measurements, and reveal that flow separation occurs in the diffusion section more remarkably; they reveal that no vortex is observed near the diversion cone and the orifice recirculation zone is smaller in area than that of the FLUENT case of no bend section. We find that the SPH method is more effective in simulating complex turbulent structures such as flow separation and secondary flows than the Euler method, and that our real-scale 3D SPH method is superior in producing flows around an abrupt wall shape change closer to the real cases, manifesting a great potential of further application.

Key words: hydraulics, SPH, real-scale, vertical inlet and outlet, 3D numerical simulation

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