院报 ›› 2015, Vol. 32 ›› Issue (1): 84-87.DOI: 10.3969/j.issn.1001-5485.2015.01.017

• 水力学 • 上一篇    下一篇

龙抬头泄洪洞水力特性的数值模拟

徐国宾, 章环境, 刘昉, 韩文文   

  1. 天津大学 水利工程仿真与安全国家重点实验室,天津 300072
  • 收稿日期:2013-08-26 出版日期:2015-01-01 发布日期:2015-01-15
  • 作者简介:徐国宾(1956-),男,河北石家庄人,教授,博士生导师,主要从事水力学及河流泥沙研究工作,(电话)15522354814(电子信箱)xuguob@sina.com。
  • 基金资助:
    国家自然科学基金创新研究群体科学基金 (51321065)

Numerical Simulation on Hydraulic Characteristic ofHigh Head Ogee Spillway Tunnel

XU Guo-bin, ZHANG Huan-jing, LIU Fang, HAN Wen-wen   

  1. State Key Laboratory of Hydraulic Engineering Simulation and Safety,Tianjin University, Tianjin 300072,China
  • Received:2013-08-26 Online:2015-01-01 Published:2015-01-15

摘要: 以某水电站泄洪洞为研究对象,结合大比尺水工模型试验,采用RNG k-ε数值模型,利用VOF法追踪自由液面,对龙抬头泄洪洞的流场进行了三维水力特性的数值模拟,并提出2种增加掺气设施的修改方案。结果表明:数值模拟结果与水工模型实测值吻合较好,该方法可以较好地模拟三维流场;增加掺气设施后可以有效地减轻下游反弧段的空蚀破坏。

关键词: 长江流域, 山洪灾害, 预警难度, 层次分析, 防洪减灾

Abstract: The 3-D flow fields of high-head spillway tunnel with its inlet raised was numerically simulated using VOF method to track the free surface based on RNG k-ε turbulence model. The numerical model was verified by the results of large-scale model test. The computational result and experiment result agreed well. Two modification proposals for aeration facilities were presented. The result demonstrates that the modified aeration facilities could effectively avoid the cavitation damage in the downstream anti-arch section, and this turbulence flow model could well simulate the 3-D flow field.

Key words: Yangtze river basin, mountain torrent disaster, warning difficulty, analytical hierarchy process, flood prevention and disaster mitigation

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