School of Marine Sciences, Sun Yat-sen University, Zhuhai, China.
School of Marine Sciences, Sun Yat-sen University, Zhuhai, China; Southern Laboratory of Ocean Science and Engineering (Guangdong, Zhuhai), Zhuhai, China; Guangdong Provincial Key Laboratory of Marine Resources and Coastal Engineering, Sun Yat-sen University, Zhuhai, China.
J Contam Hydrol. 2024 Sep;266:104416. doi: 10.1016/j.jconhyd.2024.104416. Epub 2024 Aug 30.
The residual air saturation plays a crucial role in modeling hydrological processes of groundwater and the migration and distribution of contaminants in subsurface environments. However, the influence of factors such as media properties, displacement history, and hydrodynamic conditions on the residual air saturation is not consistent across different displacement scenarios. We conducted consecutive drainage-imbibition cycles in sand-packed columns under hydraulic conditions resembling natural subsurface environments, to investigate the impact of wetting flow rate, initial fluid state, and number of imbibition rounds (NIR) on residual air saturation. The results indicate that residual air saturation changes throughout the imbibition process, with variations separated into three distinct stages, namely, unstable residual air saturation (S), momentary residual air saturation (S), and stable residual air saturation (S). The results also suggest that the transition from S to S is driven by changes in hydraulic pressure and gradient; the calculated values followed the following trend: S > S > S. An increase in capillary number, which ranged from 1.46 × 10 to 3.07 × 10, increased S and S in some columns. The increase in S ranged from 0.034 to 0.117 across all the experimental columns; this consistent increase can be explained by water film expansion at the primary wetting front along with a strengthening of the hydraulic gradient during water injection. Both the pre-covered water film on the sand grain surface and a pore-to-throat aspect ratio of up to 4.42 were identified as important factors for the increased residual air saturation observed during the imbibition process. Initial air saturation (S) positively influenced all three types of residual air saturation, while initial capillary pressure (P) exhibited a more pronounced inhibitory effect on residual air saturation, as it can partly characterized the initial connectivity of the air phase generated under different drying flow rates. Under identical wetting flow rate conditions, S was higher during the second imbibition than during the first imbibition due to variations in initial fluid state, involving both fluid distribution and the concentration of dissolved air in the pore water. In contrast, NIR did not have an obvious effect on the three types of residual air saturation. This work aims to provide empirical evidences and offer further insights into the capture of non-wetting phases in groundwater environments, as well as to put forward some potential suggestion for future investigations on the retention and migration of contaminants that involves multiphase interface interactions in subsurface environments.
残余空气饱和度在地下水水文过程和污染物在地下环境中的运移和分布的模拟中起着至关重要的作用。然而,在不同的驱替情景下,介质特性、驱替历史和水动力条件等因素对残余空气饱和度的影响并不一致。我们在类似于自然地下环境的水力条件下,在沙柱中进行了连续的排水-吸入循环,以研究润湿速率、初始流体状态和吸入轮数(NIR)对残余空气饱和度的影响。结果表明,残余空气饱和度在吸入过程中不断变化,变化可分为三个明显的阶段,即不稳定残余空气饱和度(S)、瞬时残余空气饱和度(S)和稳定残余空气饱和度(S)。结果还表明,从 S 到 S 的转变是由水压和梯度的变化驱动的;计算值遵循以下趋势:S>S>S。毛管数的增加(范围从 1.46×10 到 3.07×10)增加了一些柱中的 S 和 S。所有实验柱中 S 的增加范围从 0.034 到 0.117;这种一致的增加可以用在注水过程中,在原始润湿前缘处水膜的扩展以及水力梯度的增强来解释。沙粒表面预覆盖的水膜和孔隙喉道比高达 4.42 被确定为吸入过程中观察到的残余空气饱和度增加的重要因素。初始空气饱和度(S)对所有三种残余空气饱和度均有正向影响,而初始毛管压力(P)对残余空气饱和度的抑制作用更为明显,因为它可以部分描述在不同干燥流速下生成的非润湿相的初始连通性。在相同的润湿速率条件下,由于初始流体状态的变化,第二次吸入时的 S 高于第一次吸入时的 S,这涉及到流体分布和孔隙水中溶解空气的浓度。相比之下,NIR 对三种残余空气饱和度没有明显的影响。这项工作旨在提供经验证据,并为进一步了解地下水中非润湿相的捕获提供深入的见解,同时为未来研究地下环境中涉及多相界面相互作用的污染物的保留和运移提出一些潜在建议。