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1)  swirl tunnel with barrage
旋流阻塞复合式泄洪洞
2)  plug discharge
洞塞式泄洪
1.
In the case of plug discharge,the characteristic of turbulence was studied firstly,then 3-D RNGκ-εmathematical model was established and verified properly by physical model test data.
针对洞塞式泄洪的特征,分析了水流紊动特点,建立了三维RNGκ-ε紊流模型,并利用物理模型试验对其计算结果进行了验证;对洞塞式泄洪沿程的最小压强系数进行了计算,分析结果表明,最小压强系数沿程在洞塞突缩端和突扩端附近呈现明显的双峰分布。
3)  gyrating flow spillway tunnel
旋流泄洪洞
1.
Type selection of gyrating flow spillway tunnel in the right bank of the Gongboxia Hydropower Station;
公伯峡水电站右岸旋流泄洪洞的选型
4)  vortex spillway tunnel
旋流消能泄洪洞
5)  flood discharge tunnel with vertical vertex flow
竖井旋流泄洪洞
1.
In virtue of specific head and discharge of Gongboxia hydropower station,the diversion tunnel was studied to reconstruct into flood discharge tunnel with horizontal vertex flow or flood discharge tunnel with vertical vertex flow.
根据公伯峡水电站特定的水头和泄量,研究了公伯峡水电站导流洞改建成水平旋流泄洪洞和竖井旋流泄洪洞两种型式,并对选定的水平旋流泄洪洞进行了体型优化研究。
6)  flood discharge tunnel with horizontal vertex flow
水平旋流泄洪洞
1.
In virtue of specific head and discharge of Gongboxia hydropower station,the diversion tunnel was studied to reconstruct into flood discharge tunnel with horizontal vertex flow or flood discharge tunnel with vertical vertex flow.
根据公伯峡水电站特定的水头和泄量,研究了公伯峡水电站导流洞改建成水平旋流泄洪洞和竖井旋流泄洪洞两种型式,并对选定的水平旋流泄洪洞进行了体型优化研究。
补充资料:泄洪洞
      见水工隧洞。
  

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