ISSN 1000-3665 CN 11-2202/P

    淡澳河下游地下水分段定量评估与驱动机制解析

    Quantitative segmented assessment and driving mechanism analysis of groundwater in the lower reaches of Dan’ao River

    • 摘要: 沿海地区地下水排泄过程对滨海流域水资源管理、水生态修复及陆海协同治理具有重要意义。淡澳河作为流入大亚湾内流量最大的河流,不同河段水文地质特征差异显著,导致地下水排泄空间异质性强、驱动机制复杂,全河段同位素模型难以刻画其空间异质性。为解析粤港澳大湾区典型城市化感潮河流——淡澳河下游地下水排泄的空间差异,将研究区划分为上游城市化地区与下游河口区2个水文地质单元,构建分段式222Rn同位素质量平衡模型,结合水化学参数(盐度、pH、氧化还原电位、溶解氧)协同示踪,开展地下水排泄分段定量评估与驱动机制解析。研究结果表明:(1)地下水中222Rn活度(36.89~1382.85 dpm/L,均值353.77 dpm/L)显著高于地表水,D6断层处地下水222Rn活度最高;(2)研究区地下水排泄量为2.92×105~6.61×105 m3/d,其中下游河口区段占比达79%,是上游城市化地区的3.82倍;(3)研究区上游河岸护坡等人工硬化措施阻隔水力联系、下游咸淡水混合形成的密度梯度是影响排泄空间差异的主控因素。研究建立的河流分段模型有效克服传统均一化估算缺陷,为大湾区滨海流域水资源管理、水生态修复及陆海统筹治理提供精细化方法支撑。

       

      Abstract: The process of groundwater discharge is of great significance to the management of water resources, water ecological restoration, and the coordinated governance of land and sea in coastal river basins. As the river with the largest flow rate flowing into Daya Bay, the Dan’ao River has significant differences in hydrogeological characteristics among different sections, resulting in strong spatial heterogeneity of groundwater discharge with complex driving mechanisms. The isotope model for the entire river section is difficult to depict its spatial differences. To analyze the spatial differences in groundwater discharge in the lower reaches of the Dan’ao River, a typical urbanization tidal river in the Guangdong-Hong Kong-Macao Greater Bay Area, the study area was divided into two hydrogeological units: the upstream urbanized area and the downstream estuary area. A piecewise 222Rn isotope mass balance model was constructed. Combined with the coordinated tracing of water chemical parameters (salinity, pH, ORP, and DO), the segmented quantitative assessment of groundwater discharge and the analysis of the driving mechanism were carried out. The activity of 222Rn in groundwater (36.89-1382.85 dpm/L, with an average value of 353.77 dpm/L) was significantly higher than that in surface water. The activity of 222Rn in groundwater was the highest at the D6 fault location. The groundwater discharge flux in the study area during the winter was 2.92×105 to 6.61×105 m3/d, among which the proportion in the downstream estuary section reaches 79%, 3.82 times that of the upstream urbanized area. The poor hydraulic connection caused by artificial hardening measures such as bank revetment in the upstream area, and the density gradient formed by the mixing between fresh and saline water downstream are the main controlling factors affecting the spatial difference of groundwater discharge. The piecewise model established in the research effectively overcomes the shortcomings of traditional uniform estimation, providing refined methodological support for water resource management, water ecological restoration, and land-sea integrated governance in the coastal basins of the Greater Bay Area.

       

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