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Research and Implementation on Aeration in Cavitation-protection for the Sidewalls of Ertan Spillway Tunnel

机译:ERTAN溢洪道隧道侧壁曝气研究与实施

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Ertan Hydropower Station is the China's largest hydropower project in the 20th century. The power station is equipped with 2 spillway tunnels with inlet raised. The maxi-mum flood discharge of each spillway tunnel is 3800 m3/s and the design maximum velocity is 45 m/s. The dragon-raise-head spillway tunnel is widely applied in water conservancy and hydroelectric projects. The representative flow characteristics of the anti-arc bottom of the dragon-raise-head spillway tunnel are high velocity, large-unit discharge, and low Froude and small bottom slop. Forced aeration device on soleplate is usually introduced to prevent cavita-tion damage of hydraulic structures in engineering. The cavitation corrosion is prevented ef-fectively in many spillway dragon-raise-head tunnels by aeration facility. However, when conventional aeration facility was introduced in spillway tunnel No. 1 of Ertan, the anti-arc and its downstream bottom were protected, but the cavitation still happened on the sidewalls downstream of anti-arc and it gave bad influence on the safety of the project. Large-scale model tests were performed to study the effectiveners of more methods of aeration in cavitati-on-protection for the sidewalls, and the plan was given for spillway tunnel with large dis-charge and high velocity flow. The shape of 2nd aerator was renovated at the spillway tunnel No. 1 of Ertan hydropower station according to the research result in 2005 and a new-style three-dimensional aerator of contracting sidewalls (lateral deflector aerator) with used heav-ing bucket. The following prototype observation and inspection indicate that the fluctuating water pressures and the cavitaion noise characteristics are smooth and in reasonable ranges. The shape and structure of 2nd aerator are in good condition and the cavitation is protected. The cavitation of sidewalls is resolved successfully.
机译:ertan水电站是20世纪中国最大的水电项目。电站配有2个溢出的隧道,进气口。每个溢洪道隧道的Maxi-Mum排泄为3800 m3 / s,设计最大速度为45米/秒。龙珠溢洪道隧道广泛应用于水利和水力发电项目。龙珠溢洪道隧道的抗弧底部的代表性流动特性是高速,大单元放电和低毛茸茸和小底部斜坡。通常引入底板上的强制曝气装置,以防止工程中液压结构的曲线损伤。通过曝气设施在许多溢洪道龙升头隧道中防止了空化腐蚀。然而,当常规曝气设施在ERTan的溢洪道隧道1号中引入时,防弧及其下游底部受到保护,但在抗弧下游的侧壁上仍然发生空气,并且对安全的影响不良该项目。进行大规模模型试验以研究更多侧壁对侧壁的储差保护方法的效应器,并为溢洪道隧道进行了大量的缺失和高速流动。根据研究结果,2005年的研究结果和用过的侧壁(横向偏移器曝气器)的新型三维曝气器,在森坦水电站的第1号隧道中翻新了第二曝气器的形状。以下原型观察和检查表明波动的水压和录音机噪声特性是光滑的,并且在合理的范围内。第二曝气器的形状和结构处于良好状态,保护被保护。侧壁的空化成功得到解决。

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