流凌条件下弯道水力特性数值模拟
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TV147

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国家重点研发计划(2018YFC1508401);国家自然科学基金(51969020);内蒙古自治区应用技术研究与开发资金(201802104)


Numerical simulation of hydraulic characteristics of curved channels under ice flow conditions
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    摘要:

    采用VOF技术,利用RNG k-ε湍流模型,结合拉格朗日粒子模型,通过建立弯曲度不同的弯道,对流凌条件下弯道的水力特性进行了模拟研究。结果表明:流凌过弯后主要集中在凹岸,集聚明显;流凌的存在增大了凹岸表层水流的横向环流,在一定程度上影响凸岸底部大环流的发展;各弯道进口断面最大水面流速均大于出口;随弯曲度的增大,冰水流凹岸低流速区和高紊动能区呈扩大趋势,弯顶断面主流区逐渐向凸岸偏移。

    Abstract:

    The hydraulic characteristics of the curves under the conditions of ice flow were simulated by establishing bend channels with different curvatures based on the volume of fluid(VOF)technology, the RNG k-ε turbulence model and the Lagrangian particle model. The results show that the ice mainly concentrates on the outer bank after passing the curve with obvious gather. The existence of ice increases the lateral circulation of the surface current on the outer bank, which affects the development of the large circulation at the bottom of the inner bank to a certain extent. The maximum water surface velocity at the inlet section of each curve is greater than the outlet. With the increase of the curvature, the outer bank area of the low-velocity flow and the high turbulent kinetic energy area of the ice flow stream continue to increase, and the mainstream area of the curved top section gradually shifts to the inner bank.

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李民康,冀鸿兰,罗红春,等.流凌条件下弯道水力特性数值模拟[J].水利水电科技进展,2021,41(3):41-49.(LI Minkang, JI Honglan, LUO Hongchun, et al. Numerical simulation of hydraulic characteristics of curved channels under ice flow conditions[J]. Advances in Science and Technology of Water Resources,2021,41(3):41-49.(in Chinese))

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  • 在线发布日期: 2021-06-23
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