平原闸控河道水动力扰动下沉积物再悬浮对界面溶解氧通量的影响机制
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1.同济大学土木工程学院;2.北京师范大学环境学院;3.上海第二工业大学能源与材料学院

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国家重点研发计划项目;上海市“科技创新行动计划”启明星(扬帆专项)


Response mechanism of sediment oxygen demand to sediment resuspension driven by hydrodynamic disturbances in plain gated rivers
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National Key R&D Program of China;Sailing Program of the Shanghai

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    摘要:

    闸控调度是滨海平原河网水资源管理的关键手段,但其引发的强水动力扰动易诱导沉积物再悬浮,导致沉积物-水界面溶解氧交换通量(SOD)激增,进而改变溶解氧(DO)动态过程并诱发缺氧风险。为揭示闸控条件下水动力与 SOD 的响应机制,以上海金汇港为例,基于现场水文水质监测与沉积物采样,构建了考虑支流影响的一维水动力模型,结合沉积物耗氧动力学实验建立SOD预测模型,系统分析了不同引水强度下水动力条件与SOD的耦合特征。结果表明:(1)构建的一维模型能有效模拟闸控河道的水动力演变过程,精准捕捉水动力扰动的沿程传播与滞后效应;(2)闸控引水显著增强了河道水动力强度,SOD随引水规模增加呈整体上升趋势,并表现出显著的空间异质性;(3)在强水动力扰动下,SOD与流速呈稳定的正线性响应关系;流速通过增大悬浮沉积物等效堆积厚度(hs),加速耗氧物质的暴露与释放,是放大SOD的主控机制。研究揭示了闸控情景下“水动力增强—沉积物再悬浮—SOD 放大”的关键响应链条,为平原闸控河道的水质精细化调度与缺氧风险防控提供理论依据。

    Abstract:

    Gate-controlled operation is a crucial strategy for water resources management in coastal plain river networks. However, the strong hydrodynamic disturbances it triggers can easily induce sediment resuspension, leading to a surge in Sediment Oxygen Demand (SOD), which subsequently alters dissolved oxygen (DO) dynamics and induces hypoxia risks. To reveal the response mechanism between hydrodynamics and SOD under gated conditions, this study takes Jinhuigang River in Shanghai as a case study. Based on in-situ hydrological and water quality monitoring and sediment sampling, a one-dimensional hydrodynamic model considering tributary effects was constructed. Combined with an SOD prediction model established via sediment oxygen consumption kinetic experiments, the coupling characteristics of hydrodynamic conditions and SOD under different water diversion intensities were systematically analyzed. The results indicate that: (1) The constructed one-dimensional model effectively simulates the hydrodynamic evolution process in the gated channel, accurately capturing the longitudinal propagation and lag effects of hydrodynamic disturbances; (2) Gate-controlled water diversion significantly enhances channel hydrodynamic intensity, with SOD showing an overall increasing trend as the diversion scale increases, while exhibiting significant spatial heterogeneity; (3) Under strong hydrodynamic disturbances, SOD shows a stable positive linear response to flow velocity. Flow velocity acts as the dominant mechanism amplifying SOD by increasing the equivalent suspended sediment thickness (hs) and accelerating the exposure and release of oxygen-consuming substances. This study reveals the key response chain of "hydrodynamic enhancement—sediment resuspension—SOD amplification" under gated scenarios, providing a theoretical basis for refined water quality operation and hypoxia risk prevention in plain gated rivers.

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  • 收稿日期:2026-03-20
  • 最后修改日期:2026-05-26
  • 录用日期:2026-05-27
  • 在线发布日期: 2026-07-17
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