在地下物理障碍的背景下,淡水和盐水混合区的水力动态行为
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Updated: Jul 5, 2025

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Evolution of Staircase Structures in Diffusive Convection
Published on: September 5, 2018
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Qinpeng Chang1, Tianyuan Zheng2, Chenchen Gao2
1College of Environmental Science and Engineering, Ocean University of China, Qingdao, 266100, China; College of Marine Geosciences, Ocean University of China, Qingdao, 266100, China; Key Laboratory of Marine Environment and Ecological Education, Ministry of Education, Ocean University of China, Qingdao, 266100, China.
Journal of environmental management
|January 25, 2024
概括
地下物理障碍不会立即阻止海水入侵 (SWI). 它们对混合区和地下水流的影响只有当盐水接近屏障时才变得显著,从而影响沿海含水层管理.
科学领域:
- 水文地质学 水文地质学
- 沿海过程中的沿海过程.
- 地下水资源的管理.
背景情况:
- 海水入侵 (SWI) 是一个长期的过程,对沿海含水层动态至关重要.
- 淡水和盐水混合区显著影响地下水的运动和溶液的运输.
- 有限的研究存在于混合区与地下物理障碍的水力动力学行为.
研究的目的:
- 为了研究海水入侵期间混合区的动态.
- 为了比较地下物理障碍对混合区水力动力学的影响.
- 了解屏障特性和分散性对SWI的影响.
主要方法:
- 进行了实验室实验.
- 我们使用了数值模拟.
- 分析了带有和没有地下物理障碍的场景.
主要成果:
- 物理障碍并没有立即降低SWI速度或改变初始盐度分布.
- 屏障的有效性 (高度,底部开口) 变得明显,因为盐水接近.
- 纵向分散性对混合区的扩大效果比横向分散性更为明显,特别是在动态入侵期间.
结论:
- 地下物理障碍影响SWI动态,但其影响是延迟的.
- 屏障的有效性取决于接近盐水的距离.
- 分散性在混合区宽度中起着关键作用,纵向分散性在整体上更有影响力.
- 这些发现为沿海地下水管理提供了指导,并预测了SWI障碍后建设.
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