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机构地区:[1]福建水利电力职业技术学院水利工程系,福建永安366000 [2]武汉大学水资源与水电工程科学国家重点实验室,湖北武汉430072
出 处:《水利水电科技进展》2012年第4期10-13,82,共5页Advances in Science and Technology of Water Resources
摘 要:采用RNGkε湍流模型和CFD软件对水电站虹吸式进水口的虹吸形成过程(含抽真空过程)和虹吸破坏过程进行数值模拟研究,分析了虹吸管道内压强、流速、水气界面的分布及其变化情况。研究结果表明:虹吸式进水口工作过程中驼峰顶部的压强值最低;抽真空速度与压力波动幅度成正比;虹吸破坏后驼峰两侧水体平稳性存在较大差异。The siphon formation process (including the vacuum process) and failure process in the siphon intake of a hydropower station were simulated with an RNG k-ε turbulence model and CFD software. The distribution of the pressure, velocity, and airwater interface within the siphon pipes were analyzed. The results show that: the value of the pressure is the lowest at the top of the hump during the operating process; the vacuum pumping speed is directly proportional to the fluctuation range of pressure; and the stability of water on both sides of the hump is quite different after the siphon failure.
分 类 号:TV732.1[水利工程—水利水电工程]
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