在空气-水两相细砂介质中连续浸泡过程中影响残留空气和的因素 - 一个实验室规模的实验研究
Weile Huang1, Yan Li2, Yijin Du1
1School of Marine Sciences, Sun Yat-sen University, Zhuhai, China.
Journal of contaminant hydrology
|September 5, 2024
概括
在地下水系统中的残留空气和受流速和初始条件的影响. 了解这些因素是模拟污染物运输和预测地下流体行为的关键.
科学领域:
- 环境科学 环境科学
- 水文地质学 水文地质学
- 地质物理学 地质物理学
背景情况:
- 剩余空气和对于地下水文过程和污染物运输至关重要.
- 现有模型面临的不一致性是由于不同的介质特性,位移历史和水力动力学条件.
研究的目的:
- 为了研究湿流速,初始流体状态和浸泡轮次数对沙装柱中的残留空气和的影响.
- 确定影响排水 - 嵌入周期期间剩余空气和的阶段和大小的关键因素.
主要方法:
- 在受控的液压条件下,在装满沙子的柱子中连续进行排水-化循环.
- 不同的湿流速,初始流体状态和浸泡轮次数.
- 分析了三个不同阶段的剩余空气和:不稳定 (Sgr-u),瞬间 (Sgr-m) 和稳定 (Sgr).
主要成果:
- 在沉浸过程中,残留空气和表现出三个阶段 (Sgr-u,Sgr-m,Sgr),Sgr > Sgr-u > Sgr-m.
- 毛细血管数量的增加增强了Sgr-u和Sgr-m;稳定的残留空气和 (Sgr) 增加了0.034-0.117.
- 水膜膨胀,液压梯度,初始空气和,孔与喉比率影响了剩余空气和;初始毛细血管压力有抑制作用.
结论:
- 最初的液体状态显著影响剩余空气和,在第二次浸泡过程中观察到更高的值.
- 湿气流量和初始条件对于预测剩余空气和动态至关重要.
- 结果提供了关于非湿化阶段行为和地下环境中的污染物迁移的见解.
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