文章摘要
刘 汛, 宗全利, 刘贞姬, 苏 军.基于大涡模型的床面形态与水流相互作用过程模拟研究Journal of Water Resources and Water Engineering[J].,2024,35(2):149-158
基于大涡模型的床面形态与水流相互作用过程模拟研究
Simulation on the interactions between bed morphology and water flow based on the large eddy model
  
DOI:10.11705/j.issn.1672-643X.2024.02.17
中文关键词: 大涡模型  弯道模型  床面形态  动床模拟  RNG k-ε模型
英文关键词: large eddy model  bend model  bed morphology  dynamic bed simulation  RNG k-ε model
基金项目:国家自然科学基金项目(12162030);山东省自然科学基金项目(ZR2021ME167)
Author NameAffiliation
LIU Xun1, ZONG Quanli2, LIU Zhenji1, SU Jun3 (1.石河子大学 水利建筑工程学院 新疆 石河子 832000 2.青岛农业大学 资源与环境学院 山东 青岛 266109 3.石河子市水利工程管理服务中心 新疆 石河子 832000) 
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中文摘要:
      为判断动床弯道中二次流和涡结构模型的模拟精度,基于Barbhuiya的90°水平弯道冲刷水槽试验,比较了大涡模型(LES)和RNG k-ε模型对弯道冲淤过程中床面形态模拟的精确程度,发现LES模型结果更加精确。基于LES模型模拟结果,通过使用Q准则识别二次流产生的底部涡结构,分析了涡结构对床面冲刷淤积的定量影响。结果表明:在清水冲刷动床弯道的过程中,Q值介于30~50之间时底部涡趋于稳定存在,Q值大于50时会明显影响床面冲淤;强大稳定的涡结构会使床面形态逐渐稳定,床面冲刷和淤积速率趋于一个定值,床面冲刷和淤积速率不超过2×10-6 m/s。进一步分析弯道内剪切流速与床面形态的关系,发现弯道内存在两类高剪切流速区域,当第一类区域剪切流速值大于第二类时,床面会出现深度大于0.10 m的明显冲刷坑。研究结果可为弯道中冲淤平衡和床面形态模拟提供参考。
英文摘要:
      To investigate the model simulation accuracy of secondary flow and eddy structure in dynamic bed bends, the simulation accuracy of bed morphology during scouring and siltation process in bends by the large eddy model (LES) and the RNG k-ε model was verified by the scour flume experiments of a 90° horizontal bend by Barbhuiya, and the results of the LES model were found to be more accurate. Based on the simulation results of the LES model, the bottom vortex structure generated by secondary flow was identified by the Q criterion, according to which the quantitative effect of vortex structure on bed scouring and siltation was analyzed. The results show that in the process of clear water scouring the dynamic bed bend, the bottom vortex tends to be stable when the Q value is between 30-50, and becomes strong enough to affect the bed scouring and siltation when Q>50, because a strong and stable vortex structure can stabilize the bed morphology, leading to a constant bed scouring and siltation rate, which changes within 2×10-6 m/s. According to the analysis of the relationship between the shear flow velocity in the bend and the bed morphology, there are two types of high shear flow velocity areas in the bend, when the shear velocity value of the first type area is larger than that of the second type, obvious scouring pits with a depth greater than 0.10 m will appear on the bed surface. The results of this study can be used as a reference for the simulation of siltation equilibrium and bed morphology in the bends.
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