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水力发电学报

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弱径潮动力河口多期退养还滩工程的水动力地貌适宜性

  

  • 出版日期:2026-08-06 发布日期:2026-08-06

Hydrodynamic Geomorphological Suitability of the Multi-phase Restorations in a Weak Runoff and Tidal Estuary

  • Online:2026-08-06 Published:2026-08-06

摘要: 全球河口正经历由大规模开发向自然生态修复的转变,水动力和地貌的重塑成为河口修复的核心。然而,在河口动力环境剧变的背景下,弱动力河口多期修复工程效果缺少合理的评价方法。本文以滦河口这一典型的弱潮河口为研究对象,模拟分析了围垦和多期修复工程后的流场、纳潮量、泥沙冲淤等指标的响应特征以量化工程效果。结果表明,随着多期退养还滩工程的推进,河口高流速区缩小,最大流速由1.2 m/s 减少至0.6 m/s,河口纳潮和行洪能力可分别提升292%和25%。地貌演变从“侵蚀型”转化为“外冲内淤”的良性趋势,且整体冲淤强度稳定在0.1~0.15 m/a之间,基本形成了利于滩涂湿地自我维持的水动力条件。修复工程的空间布局显著影响修复效果,口门内拓宽河道的修复效果有限,敞开单侧口门有局部动力失衡隐患,多方案对比下两岸对称的修复工程在水动力、纳潮、御洪、冲淤强度等指标都获得更优的修复效果。此外,上游水沙变化导致河口泥沙匮乏,仅修复河口的动力环境仍难使河口生态自发演变至围垦前状态,修复滩涂面临再次侵蚀风险,需要结合水库调度、植被固滩等措施协同治理。

Abstract: Global estuaries are currently undergoing a transition from large-scale development to natural ecological restoration, with the reshaping of hydrodynamics and geomorphology serving as the core of estuarine restoration. However, against the backdrop of drastic changes in estuarine dynamic environments, there is a lack of reasonable evaluation methods for the effects of multi-stage restoration projects in weak-dynamic estuaries. Taking the Luanhe River Estuary—a typical micro-tidal estuary—as the research object, this study simulates and analyzes the response characteristics of indicators including flow field, tidal prism, and sediment erosion and deposition following reclamation and multi-stage restoration projects to quantify the engineering effects. The results demonstrate that with the advancement of multi-stage projects returning aquaculture ponds to tidal flats, the high-velocity area of the estuary shrinks, and the maximum flow velocity decreases from 1.2 m/s to 0.6 m/s. The estuarine tidal prism and flood discharge capacity can be enhanced by 292% and 25%, respectively. The geomorphological evolution transitions from an "erosional" pattern to a benign trend characterized by "outer erosion and inner deposition," with the overall erosion-deposition intensity stabilizing between 0.1 and 0.15 m/a. This essentially establishes hydrodynamic conditions conducive to the self-maintenance of tidal flat wetlands. Furthermore, the spatial layout of restoration projects significantly influences the outcomes. Widening the channel inside the river mouth yields limited effects, while opening only one side of the mouth poses a hidden risk of local hydrodynamic imbalance. A comparison of multiple scenarios indicates that symmetrical restoration on both banks achieves superior results across indicators such as hydrodynamics, tidal prism, flood control, and erosion-deposition intensity. Additionally, variations in upstream water and sediment discharges have led to sediment starvation in the estuary. Merely restoring the estuarine dynamic environment is insufficient to drive the ecosystem to spontaneously evolve back to its pre-reclamation state, and the restored tidal flats face the risk of re-erosion. Therefore, synergistic management measures combining reservoir regulation and vegetation-based beach stabilization are required.

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