河床质对浑水入渗-堵塞过程影响与入渗模型改进
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1.北京师范大学水科学研究院;2.地表过程与资源生态国家重点实验室

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国家自然科学基金项目(面上项目,重点项目,重大项目)


Influence of Riverbed Sediments on the Infiltration-Clogging Process of Muddy Water and Improvement of the Infiltration Model
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1.College of Water Sciences, Beijing Normal University;2 State Key Laboratory of Earth Surface Processes &3.amp;4.Resources Ecology, Faulty of Geographical Science, Beijing Normal University

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    摘要:

    [目的] 河床物理堵塞是季节性河流的常见问题,对地下水补给和河流生态修复具有重要影响,分析季节性河流的入渗和堵塞特征,预测河床脱节后的入渗速率,为后续河流生态修复和补水方案优化提供科学依据。[方法]以永定河下游为参考河段选择5种河床质(中值粒径d50为50、100、150、300、600 μm)为介质,利用6 g/L的浑水开展一维土柱下渗模拟试验,分析河床堵塞特征与饱和流-非饱和流转化规律,研究建立考虑物理堵塞影响的河床入渗过程预测模型。[结果]1) 中值粒径为50 μm的细颗粒河床未发生明显堵塞,100~600 μm河床发生堵塞的深度为0~5 cm,渗透系数较初始值分别下降86%、68%、93%、94%。2) 50 μm河床入渗全程为饱和渗流,100~600 μm河床大约在2.6~51.2 h之间由饱和渗流转化为非饱和渗流,入渗速率降幅约为15%~30%。3)构建了基于达西定律与粗颗粒渗流公式的考虑堵塞影响的河床入渗模型,模型验证表明,4种粗颗粒(100~600 μm)河床入渗速率的相对误差分别为8.6%、14.7%、22.1%、36.6%,其随中值粒径的增大而增大。[结论]浑水中细泥沙对粗质地河床堵塞影响较大,河床质地越粗,越容易转为脱节河床。科学认识细泥沙在不同质地河床的下渗-堵塞规律,对后续优化生态补水方案具有重要意义。

    Abstract:

    [Objective] Physical clogging of riverbeds is a common problem in seasonal rivers, which has a significant impact on groundwater recharge and river ecological restoration. Analyzing the infiltration and clogging characteristics of seasonal rivers and predicting the infiltration rate after the disconnection of the riverbed can provide a scientific basis for the subsequent optimization of river ecological restoration and water replenishment schemes. [Methods]Elected five types of riverbed materials (with median particle sizes d50 of 50, 100, 150, 300, and 600 μm) as media in the lower reaches of the Yongding River. A one-dimensional soil column infiltration simulation experiment was conducted using 6 g/L turbid water to analyze the characteristics of riverbed blockage and the transition law between saturated and unsaturated flow. A prediction model for riverbed infiltration process considering the influence of physical blockage was established. [Results] 1) The fine particle riverbed with a median particle size of 50 μm did not experience significant blockage, and the depth range of blockage in the 100~600 μm riverbed was 0~5 cm. The permeability coefficients decreased by 86%, 68%, 93%, and 94% respectively compared to the initial values. 2) The entire process of riverbed infiltration for a riverbed with a particle size of 50 μm is saturated seepage flow. For riverbeds with particle sizes ranging from 100 to 600 μm, the seepage flow transitions from saturated to unsaturated at 51.2 h, 9.6 h, 17.6 h, and 2.6 h respectively within the time range of approximately 2.6 to 51.2 h. The reduction in the infiltration rate is approximately between 15% and 30%. 3) A riverbed infiltration model considering the effect of blockage based on Darcy's law and coarse particle seepage formula was constructed. Model validation showed that the relative errors of the infiltration rates of four coarse particles (100~600 μm) riverbeds were 8.6%, 14.7%, 22.1%, and 36.6%, respectively, which increased with the increase of median particle size. [Conculsion] Fine sediment in muddy water has a relatively large impact on the clogging of coarse-textured riverbeds. The coarser the texture of the riverbed is, the more likely it is to transform into a disconnected riverbed. Scientifically understanding the infiltration-clogging laws of fine sediment in intermittent rivers with riverbeds of different textures is of great significance for the subsequent optimization of ecological water replenishment schemes.

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  • 收稿日期:2025-02-15
  • 最后修改日期:2025-03-20
  • 录用日期:2025-03-28
  • 在线发布日期: 2025-07-07
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