Flow Patterns of Sudden Expansion Flow and Geometric Boundary Effects in the Changsha Junction’s Multiline Ship Locks

The rapid economic growth has driven the transformation of ship locks into multiline configurations. However, the unsteady expansion flow generated by discharge in multiline ship locks poses a threat to the navigation safety of vessels in the shared approach channel. In this paper, a TK2D two-dimensional hydrodynamic model is used to analyze the response patterns of water depth and dike structures to the movement of unsteady sudden expansion flows. The results reveal that unsteady sudden expansion flows manifest with a prominent initial wave amplitude that progressively diminishes, expanding in a fanlike pattern and gradually undergoing separation. Enhancing the water depth within the approach channel can mitigate the lateral velocity but amplify the distortion of the main flow postexpansion, culminating in a more chaotic flow pattern. However, the sloped dike structure demonstrates effective guidance, and submerged sloped dike has good retention effect on expansion flows, with the peak lateral flow velocity reducing as the slope ratio decreases. The synergistic strategies of augmenting water depth and incorporating flow-diverting structures can further attenuate the diffusion intensity of sudden expansions.

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Publication Details

Journal
Journal of Hydraulic Engineering
Published
2026-04-06
DOI
https://doi.org/10.1061/jhend8.hyeng-14475
Primary Topic
Hydraulic flow and structures
Type
article
Field-Weighted Citation Impact
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article

Flow Patterns of Sudden Expansion Flow and Geometric Boundary Effects in the Changsha Junction’s Multiline Ship Locks

Ren Qijiang, Peng Wei, Zhou Jieyuan, Pu Xiaogang et al.
Journal of Hydraulic Engineering
Hydraulic flow and structures
article

Flow Patterns of Sudden Expansion Flow and Geometric Boundary Effects in the Changsha Junction’s Multiline Ship Locks

Ren Qijiang, Peng Wei, Zhou Jieyuan, Pu Xiaogang, Qian Dongyue, Ye Yasi
article en

Abstract

The rapid economic growth has driven the transformation of ship locks into multiline configurations. However, the unsteady expansion flow generated by discharge in multiline ship locks poses a threat to the navigation safety of vessels in the shared approach channel. In this paper, a TK2D two-dimensional hydrodynamic model is used to analyze the response patterns of water depth and dike structures to the movement of unsteady sudden expansion flows. The results reveal that unsteady sudden expansion flows manifest with a prominent initial wave amplitude that progressively diminishes, expanding in a fanlike pattern and gradually undergoing separation. Enhancing the water depth within the approach channel can mitigate the lateral velocity but amplify the distortion of the main flow postexpansion, culminating in a more chaotic flow pattern. However, the sloped dike structure demonstrates effective guidance, and submerged sloped dike has good retention effect on expansion flows, with the peak lateral flow velocity reducing as the slope ratio decreases. The synergistic strategies of augmenting water depth and incorporating flow-diverting structures can further attenuate the diffusion intensity of sudden expansions.

Journal of Hydraulic EngineeringVol. 152(4)
Tianjin Research Institute of Water Transport Engineering (CN), Hunan Communications Research Institute (CN), Henan Provincial Institute of Communications Planning Survey & Design (China) (CN), Changsha University of Science and Technology (CN)
Openalex Percentile: Top 21%
Hydraulic flow and structures
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