悬移质垂线分布规律与影响因素研究
作者:
作者单位:

(1.天津大学水利工程智能建设与运维全国重点实验室,天津300350;2.天津理工大学海洋能源与智能建设研究院,天津300384 )

作者简介:

练继建(1965—),男,教授,博士,主要从事水利水电工程安全与优化应用研究。E-mail:jjlian@tju.edu.cn

中图分类号:

TV142

基金项目:

国家重点研发计划项目(2022YFB4200701);云南省重点研发计划项目(202203AA080009-03)


Study on vertical distribution law and influencing factors of suspended sediment
Author:
Affiliation:

(1.State Key Laboratory of Hydraulic Engineering Intelligent Construction and Operation, Tianjin University, Tianjin 300350, China;2.Institute of Ocean Energy and Intelligent Construction, Tianjin University of Technology, Tianjin 300384, China)

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    摘要:

    针对传统扩散模型存在的不足,引入掺混长度系数模型,建立了悬移质垂线分布模型,探究了不同因素对悬移质垂线分布的影响。结果表明:当实际掺混长度系数小于常用的假设值0.4时,采用假设值计算得出的含沙量结果偏大,反之偏小;含沙量增大会加剧颗粒间的相互作用,含沙量垂线分布呈现“上小下大”的特征;粒径越大,泥沙沉速越大,大量泥沙分布在近底处,不易悬浮;流速越大,水流垂向紊动越强,床面与水面间的含沙量梯度越小。

    Abstract:

    To address the deficiencies of traditional diffusion models, a mixing length coefficient model was introduced to establish a vertical distribution model of suspended sediment. The effects of different factors on the vertical distribution of suspended sediment were investigated. The results show that when the actual mixing length coefficient is smaller than the commonly assumed value of 0.4, the sediment concentration calculated using the assumed value is overestimated, and vice versa. An increase in sediment concentration intensifies particle interactions, and the vertical distribution of sediment concentration presents a characteristic of “smaller at the upper part and larger at the lower part”. Larger particle size results in greater sediment settling velocity, causing more sediment to accumulate near the bottom and making suspension more difficult. Higher flow velocity enhances vertical turbulence, reducing the sediment concentration gradient between the riverbed and the water surface.

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引用本文

练继建,吴峰,刘昉,等.悬移质垂线分布规律与影响因素研究[J].水利水电科技进展,2025,45(2):1-8.(LIAN Jijian, WU Feng, LIU Fang, et al. Study on vertical distribution law and influencing factors of suspended sediment[J]. Advances in Science and Technology of Water Resources,2025,45(2):1-8.(in Chinese))

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  • 收稿日期:2024-04-19
  • 在线发布日期: 2025-03-31