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1)  spillway tunnel
明流泄洪洞
1.
A standard k-ε two equations model is employed to predict the turbulent flow over spillway tunnel.
将紊流两方程k-ε模型应用于明流泄洪洞的流场分析,采用体坐标变换处理复杂的边界及模拟自由水面,获得了流速、紊动能、耗散率、压力等参数的分布。
2.
Standard k-εtwo equations model is employed to predict turbulent flow over spillway tunnel,The technique of boundary-fitted coordinate systems is the method to deal with the irregular boundary and free surface in this paper.
本文将紊流两方程k-ε模型应用于明流泄洪洞的流场分析,采用适体坐标变换处理复杂的边界及模拟自由水面,获得了流速、紊动能、耗散率、压力及水深等参数的分布。
3.
With the testing results of the cross-sectional mean velocity of aerated flow in spillway tunnel,the velocity of aerated flow in high speed flow is analyzed.
结合明流泄洪洞掺气水流断面平均流速的试验成果,对高速水流掺气断面平均流速进行分析。
2)  dragon-raise-head free flow spillway tunnel
龙抬头明流泄洪洞
3)  ogee spillway tunnel
龙抬头式明流泄洪洞
1.
Therefore, it is very important to study sidewall aeration for safe operation of the ogee spillway tunnel.
高水头龙抬头式明流泄洪洞发生空蚀的部位一般位于反弧末端下游边墙及底板上,因此研究该部位的掺气减蚀设施具有十分重要的应用价值。
4)  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
5)  diversion spillway tunnel
导流泄洪洞
1.
This paper makes an analysis and an assessment of the stability of the diversion spillway tunnel flip bucket joint section of Yunlong water reservoir by means of 3-dimensional finite element numerical calculation to guide the design of the project.
通过三维有限元数值计算对云龙水库导流泄洪洞龙抬头接合段的动力响应及稳定性进行了分析,评价其稳定性,以指导工程设计。
6)  diversion tunnel and spillway tunnel
导流洞及泄洪洞
1.
At Longtoushi hydropower station,diversion tunnel and spillway tunnel are extra large caverns with difficult geological conditions.
龙头石水电站导流洞及泄洪洞洞室均为特大洞室,隧洞地质情况复杂,工期紧且不同部位施工和不同工序施工干扰严重,现场施工组织的合理性是施工成功的关键。
补充资料:泄洪洞
      见水工隧洞。
  

说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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