陈刚, 董增川, 王海军, 顾世祥, 杨红宣. 冰盖下水流紊动特性试验研究[J]. 水科学进展, 2023, 34(2): 299-309. DOI: 10.14042/j.cnki.32.1309.2023.02.013
引用本文: 陈刚, 董增川, 王海军, 顾世祥, 杨红宣. 冰盖下水流紊动特性试验研究[J]. 水科学进展, 2023, 34(2): 299-309. DOI: 10.14042/j.cnki.32.1309.2023.02.013
CHEN Gang, DONG Zengchuan, WANG Haijun, GU Shixiang, YANG Hongxuan. Experimental study on turbulence characteristics of open channel flow beneath an ice cover[J]. Advances in Water Science, 2023, 34(2): 299-309. DOI: 10.14042/j.cnki.32.1309.2023.02.013
Citation: CHEN Gang, DONG Zengchuan, WANG Haijun, GU Shixiang, YANG Hongxuan. Experimental study on turbulence characteristics of open channel flow beneath an ice cover[J]. Advances in Water Science, 2023, 34(2): 299-309. DOI: 10.14042/j.cnki.32.1309.2023.02.013

冰盖下水流紊动特性试验研究

Experimental study on turbulence characteristics of open channel flow beneath an ice cover

  • 摘要: 河冰是陆地冰冻圈的重要组成要素, 在生消演变过程中影响水流运动规律, 受冰凌影响河流流态可分为明流、完全冰封和部分冰封。为探究冰盖下水流的紊动特性, 采用声学多普勒三维测速仪测量3种流态的恒定均匀流场, 对比分析纵向时均流速、雷诺应力和紊动强度的分布规律。结果表明: 完全冰封流纵向时均流速垂向上呈不对称" " 型分布, 雷诺应力在垂向上线性分布, 紊动强度在基于双层假定划分的冰盖层和床面层均符合指数分布律; 部分冰封流纵向时均流速垂向分布兼具明流和完全冰封流的特性, 存在横向动量交换, 导致冰盖区、明流区和过渡区的雷诺应力和紊动强度在水深方向上也存在明显的差异。试验结果可为冰凌灾害防治和供水安全保障提供理论指导。

     

    Abstract: River ice, as a vital component of the terrestrial cryosphere, alters the structure of under-ice flows during its evolution.The hydraulic regimes of ice-affected streams may be classified as fully-open, completely-covered, and partially-covered.Using experimental measurements from an acoustic Doppler anemometer, the turbulence characteristics of steady uniform flow under three different hydraulic regimes were studied in terms of streamwise velocity, Reynolds stress, and turbulence intensity.The results showed that for the completely-covered case, the streamwise velocity profile exhibits an asymmetric -shape with the maximum value closer to the smooth boundary, the Reynolds stress profile is linearly distributed in the depth direction, and the turbulence intensity profile for two flow layers based on the two-layer hypothesis may be described by an index relationship.The flow structure in partially-covered channels shows a combination of hydraulic characteristics from fully-open and completely-covered flows.Owing to the effect of lateral momentum transfer, the vertical profiles of the Reynolds stress and the turbulence intensity in the under-ice, open-water, and transition subsections differ from each other.The experimental results can provide theoretical guidance for ice-related disaster prevention and water supply security.

     

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