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龙抬头泄洪洞水力特性的数值模拟
引用本文:徐国宾,章环境,刘昉,韩文文.龙抬头泄洪洞水力特性的数值模拟[J].长江科学院院报,2015,32(1):84-87.
作者姓名:徐国宾  章环境  刘昉  韩文文
作者单位:天津大学水利工程仿真与安全国家重点实验室,天津,300072
基金项目:国家自然科学基金创新研究群体科学基金 (51321065)
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:泄洪洞  龙抬头  水力特性  数值模拟  RNG  k-ε模型  模型试验

Numerical Simulation on Hydraulic Characteristic ofHigh Head Ogee Spillway Tunnel
XU Guo-bin , ZHANG Huan-jing , LIU Fang , HAN Wen-wen.Numerical Simulation on Hydraulic Characteristic ofHigh Head Ogee Spillway Tunnel[J].Journal of Yangtze River Scientific Research Institute,2015,32(1):84-87.
Authors:XU Guo-bin  ZHANG Huan-jing  LIU Fang  HAN Wen-wen
Affiliation:State Key Laboratory of Hydraulic Engineering Simulation and Safety,Tianjin University, Tianjin 300072,China
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.
Keywords:spillway tunnel  ogee section  hydraulic characteristic  numerical simulation  RNG k-ε model  model test
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