raybet体育在线 院报 ›› 2025, Vol. 42 ›› Issue (7): 112-118.DOI: 10.11988/ckyyb.20240262

• 水力学 • 上一篇    下一篇

U型弯道内调流桨片的调流特性

李琳1,2(), 张静凯1,2(), 张鲁国3, 池苗苗4, 肖玉磊4   

  1. 1 新疆农业大学 水利与土木工程学院,乌鲁木齐 830052
    2 新疆水利工程安全与水灾害防治重点实验室,乌鲁木齐 830052
    3 北京中水利德科技发展有限公司 乌鲁木齐分公司,乌鲁木齐 830032
    4 新疆维吾尔自治区塔里木河流域干流管理局, 新疆 库尔勒 841000
  • 收稿日期:2024-03-21 修回日期:2024-06-14 出版日期:2025-07-01 发布日期:2025-07-01
  • 通信作者:
    张静凯(1997-),男,河北石家庄人,硕士研究生,主要从事水力学及河流动力学方面研究。E-mail:
  • 作者简介:

    李琳(1979-),女,山东青岛人,教授,博士,博士生导师,主要从事水力学及河流动力学方面研究。E-mail:

  • 基金资助:
    新疆维吾尔自治区重点研发项目(2022B03024-2)

Flow Regulation Characteristics of Active Flow-Regulating Vanes in U-Shaped Bends

LI Lin1,2(), ZHANG Jing-kai1,2(), ZHANG Lu-guo3, CHI Miao-miao4, XIAO Yu-lei4   

  1. 1 College of Hydraulic and Civil Engineering,Xinjiang Agricultural University,Urumqi 830052,China
    2 Xinjiang Key Laboratory of Hydraulic Engineering Security and Water Disasters Prevention,Urumqi 830052,China
    3 Urumqi Branch,Beijing Zhongshuilide Technology Development Co.,Ltd.,Urumqi 830032,China
    4 Mainstream Administration Bureau of the Tarim River Basin, Xinjiang Uygur Autonomous Region,Korla 841000, China
  • Received:2024-03-21 Revised:2024-06-14 Published:2025-07-01 Online:2025-07-01

摘要:

弯道水流引起的凹岸侵蚀、凸岸淤积是河道治理的主要问题之一。为探明新型河道整治构筑物——调流桨片系统在弯道河流治理中的适用性,通过三维数学模型模拟180°U型弯道设置调流桨片前后的水流流场。结果表明,调流桨片顶部位于自由面以下0.3倍水深时,凸岸区纵向流速增大13.64%,弯道中心区最大横向流速减小37.63%,当调流桨片顶部上升至自由面附近时,凸岸区纵向流速增大21.67%,弯道中心区最大横向流速减小70.33%。调流桨片截断了横向环流,使顺时针旋转的单涡环流结构分解为与原单涡方向相同的2个涡体,加剧水流能量耗散,减小水流横向输移强度。横向流速减小、凸岸纵向流速增大有利于凸岸疏浚,为弯曲型河道治理提供了新的方法。

关键词: 主动调流桨片, U型弯道, RNG k-ε湍流模型, 流体体积法(VOF), 水力特性, 数值模拟

Abstract:

[Objective] To address the issue that conventional river regulation structures struggle to dynamically adapt to the highly variable characteristics of natural rivers, this study develops an innovative active flow-regulating vane system. [Methods] The system combined a vertically adjustable and rotatable vane structure with a remote intelligent control module. It allowed real-time monitoring and dynamic adjustment of flow parameters, thereby overcoming the limitations of traditional fixed structures such as spur dikes and deflector vanes. To investigate its applicability in curved river channels, the flow-regulating vanes were arranged in a 180°U-shaped bend model. The verified RNG k-ε turbulence model and VOF method were used to conduct numerical simulations of the bend’s flow field characteristics before and after the vane installation. The impact of the flow-regulating vanes on the hydrodynamic structure of the bend was analyzed. [Results] 1) Numerical results showed that when the top of the flow-regulating vanes was flush with the free water surface (at a flow rate of 7.9 L/s), the longitudinal velocity near the convex bank region increased by 21.67% compared to the original bend, while the maximum transverse velocity in the central region decreased by 70.33%, effectively weakening the transverse circulation. When the vanes were submerged to 0.3 times the water depth (at a flow rate of 15.8 L/s), the longitudinal velocity still increased by 13.64%, and the transverse velocity decreased by 37.63%. 2) Analysis of the flow field structure revealed that the vanes could split the original single clockwise vortex circulation structure within the bend into two vortices rotating in the same direction, which reduced the flow’s kinetic energy, lowered the circulation velocity, and decreased transverse sediment transport. 3) The distribution of bed shear stress showed that, after the installation of the flow-regulating vanes, the bed shear stress within the bend was uniformly distributed along the convex bank side, which helped alleviate sedimentation on the convex bank while avoiding concentrated scouring. Moreover, the suspended design of the vanes reduced flow obstruction at the bend bottom, solving the sedimentation problem caused by decreased flow velocities around traditional structures fixed to the riverbed, making it a viable option for flow regulation in hardened bend channels.

Key words: active flow-regulating vanes, u-shaped bend, RNG k-ε turbulence model, VOF, hydraulic characteristics, numerical simulation

中图分类号: 

Baidu
map