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拱坝挑流坎消能特性数值模拟研究
引用本文:陈建,王松涛,罗全胜,许新勇. 拱坝挑流坎消能特性数值模拟研究[J]. 水电能源科学, 2021, 39(4): 72-75,47
作者姓名:陈建  王松涛  罗全胜  许新勇
作者单位:华北水利水电大学水利学院,河南郑州450046;华北水利水电大学水资源高效利用与保障工程河南省协同创新中心,河南郑州450046;华北水利水电大学河南省水工结构安全工程技术研究中心,河南郑州450046;黄河水利职业技术学院水利工程学院,河南开封475004
基金项目:国家重点研发计划项目(2018YFC0406901);国家自然科学基金项目(51979109);河南省重点研发与推广项目(192102310015);河南省科技创新人才计划(174200510020);河南省高校科技创新团队支持计划(19IRTSTHN030);河南省科技攻关计划项目(162102210074)。
摘    要:针对尚甘尼拱坝挑流消能的问题,传统的水工模型试验方法受成本影响,其试验方案数量有限.为此,采用Flow-3D流体计算软件,基于RNG κ-ε湍流模型及VOF方法,建立了拱坝挑流消能计算模型,同时,结合物理模型试验结果,率定模型参数.在此基础上,对不同工况挑流坎泄流进行了三维数值计算,通过分析挑流水舌流态及挑射距离、下游...

关 键 词:拱坝  挑流坎  数值模拟  水工模型  挑射距离

Numerical Simulation of Energy Dissipation by Flip Bucket of Arch Dam
CHEN Jian,WANG Song-tao,LUO Quan-sheng,XU Xin-yong. Numerical Simulation of Energy Dissipation by Flip Bucket of Arch Dam[J]. International Journal Hydroelectric Energy, 2021, 39(4): 72-75,47
Authors:CHEN Jian  WANG Song-tao  LUO Quan-sheng  XU Xin-yong
Affiliation:(Sehool of Water Conservancy,North China University of Water Resources and Electric Power.Zhengzhou 450046,China;Henan Collaborative Innovation Center,North China University of Water Resources and Electric Power.Zhengzhou 450046,China;Henan Hydraulie Structure Safety Engineering Technology Rescarch Center,North China University of Water Resources and Electric Power,Zhengzhou 450046,China;School of Water Conservancy and Engineering,Yellow River Conservancy Technical Institute,Kaifeng 475004,China)
Abstract:The traditional hydraulic model test method is affected by the cost,and the number of test schemes is limited.Based on RNGκ-εturbulence model and VOF method,the calculation model of flip flow energy dissipation of arch dam is established by using FLOW-3 Dfluid calculation software.Meanwhile,the model parameters are calibrated according to the physical model test results.On this basis,the three-dimensional numerical calculation is carried out for the discharge of flip bucket under different working conditions.By analyzing the flow pattern,ejection distance and downstream river velocity of the flip bucket,the characteristics and effects of energy dissipation of arch dam are further studied.The results show that the RNGκ-εturbulence model and VOF method of FLOW-3 Dfluid calculation software can be used to study the energy dissipation problem of arch dam;The flow pattern of continuous flip bucket is continuous,and the energy dissipation effect is poor.The water flow of differential flip bucket is dispersed and aeration is increased.Compared with continuous flip bucket,the flip distance is reduced and the energy dissipation effect is better;the larger the distance between differential flip bucket is,the better energy dissipation effect is.The research results can provide the basis for determining the optimal scheme of flip bucket energy dissipation of Shangganni arch dam,and can also provide reference for the design of flip bucket of similar arch dam.
Keywords:arch dam  flip bucket  numerical simulation  hydraulic model  jetting distance
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