水力发电学报
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水力发电学报 ›› 2015, Vol. 34 ›› Issue (1): 73-78.

• 水力学、水环境与泥沙研究 • 上一篇    下一篇

泄洪洞内具有阻塞与扩散段的水平旋流消能方式水力特性的试验与数值模拟(2)

  

  • 出版日期:2015-01-25 发布日期:2015-01-25

Model tests and numerical simulations on hydraulic characteristics of level rotary flow in spillway tunnel with blocking and diffuser  (II)

  • Online:2015-01-25 Published:2015-01-25

Abstract:

 According to both the model tests and numerical simulations with realizable k-ε turbulence model and VOF model, analysis and calculations of the spiral flow in a compound internal energy dissipation spillway tunnel are presented, focusing on velocity distribution, rotational flow angle, turbulence kinetic energy, turbulence dissipation rate, and energy dissipation rate. The results show that radial flow velocity occurs in the vortex generator as a result of unfavorable tangential flow at the generator inlet. Over radial direction, the axial velocity is distributed symmetric with its peak close to the tunnel wall, while the tangential component is anti-symmetric with its peak close to the core water-air interface suggesting a combined eddy. Rotational flow angle in the vortex generator and blocking-expansion device changes more rapidly along the tunnel than that in the spiral-flow tunnel at middle section. Turbulence kinetic energy and turbulence dissipation rate are greater in the vortex generator and blocking-expansion device. The calculated total energy dissipation rate of about 83% is split into 5% in shaft section, 28% in swirl-flow section, and 50% in blocking-expansion device. The blocking device can not merely reduce cavitation potential, but increase energy dissipation rate.

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