首页> 外文会议>International Conference on Dam Safety Management(2008水库大坝安全管理国际研讨会) >Research and Implementation on Aeration in Cavitation-protection for the Sidewalls of Ertan Spillway Tunnel
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Research and Implementation on Aeration in Cavitation-protection for the Sidewalls of Ertan Spillway Tunnel

机译:二滩溢洪道侧壁侧壁空化保护中的曝气研究与实现

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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:二滩水电站是20世纪中国最大的水电项目。该电站配备了2条溢洪道,入口升高。每个溢洪道隧道的最大泄洪量为3800 m3 / s,设计最大速度为45 m / s。双头溢洪道隧道被广泛应用于水利水电工程。龙头溢洪道隧道弧形底部的典型流动特征是速度高,流量大,弗洛德低,底坡小。通常在底板上引入强制通风装置,以防止工程中水工结构的气蚀损坏。曝气设备有效地防止了许多溢洪道龙抬头隧道的空化腐蚀。但是,在二滩一号泄洪隧洞引入常规曝气设施后,防电弧及其下游底部受到了保护,但在防电弧下游的侧壁上仍发生了气蚀现象,对安全性产生了不利影响。该项目。进行了大规模的模型试验,以研究更多的通气方法在保护侧壁上的汽蚀方法的有效性,并给出了大流量大流量泄洪隧道的计划。根据2005年的研究成果,在二滩水电站1号泄洪洞隧洞中对第二台曝气机的形状进行了改造,并采用了一种新型的带有收缩侧壁的新型三维收缩式侧壁曝气机(侧向偏转式曝气机)。以下原型观察和检查表明,波动的水压和空泡噪声特性是平稳的并且在合理的范围内。第二个曝气器的形状和结构状况良好,并保护了气蚀现象。侧壁的气穴现象已成功解决。

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