Study on vertical distribution law and influencing factors of suspended sediment
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(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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TV142

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    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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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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History
  • Received:April 19,2024
  • Revised:
  • Adopted:
  • Online: March 31,2025
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