Effect of seasonal variations in sea level on residual saltwater removal upstream of subsurface dam in coastal layered heterogeneity aquifers

被引:0
|
作者
Wang, Jun [1 ,2 ]
Kong, Jun [1 ,2 ]
Gao, Chao [1 ,2 ]
Jing, Li [1 ,2 ]
Chen, Weilun [3 ]
机构
[1] Hohai Univ, Key Lab Coastal Disaster & Protect, Minist Educ, Nanjing, Peoples R China
[2] Hohai Univ, State Key Lab Hydrol Water Resources & Hydraul Eng, Nanjing, Peoples R China
[3] Zhejiang Inst Water Resources & Hydropower, Sch Water Conservancy & Environm Engn, Hangzhou, Peoples R China
关键词
Coastal aquifer; Saltwater intrusion; Subsurface dam; Sea level; Seasonality; Layered heterogeneity; TIDAL FLUCTUATION; INTRUSION; FLOW; TABLE;
D O I
10.1016/j.jenvman.2024.121589
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Subsurface dams have been recognized as one of the most effective measures for preventing saltwater intrusion. However, it may result in large amounts of residual saltwater being trapped upstream of the dam and take years to decades to remove, which may limit the utilization of fresh groundwater in coastal areas. In this study, fieldscale numerical simulations were used to investigate the mechanisms of residual saltwater removal from a typical stratified aquifer, where an intermediate low-permeability layer (LPL) exists between two high-permeability layers, under the effect of seasonal sea level fluctuations. The study quantifies and compares the time of residual saltwater removal ( Tre ) for constant sea level (CSL) and seasonally varying sea level (FSL) scenarios. The modelling results indicate that, in most cases, seasonal fluctuations in sea level facilitate the dilution of residual saltwater and thus accelerate residual saltwater removal compared to a static sea level scenario. However, accounting for seasonal sea level variations may increase the required critical dam height (the minimum dam height required to achieve complete residual saltwater removal). Sensitivity analyses show that Tre decreases with increasing height of subsurface dam ( Hd ) under CSL or weaker sea level fluctuation scenarios; however, when the magnitude of sea level fluctuation is large, Tre changes non-monotonically with Hd . Tre decreases with increasing distance between subsurface dam and ocean for both CSL and FSL scenarios. We also found that stratification model had a significant effect on Tre . The increase in LPL thickness for both CSL and FSL scenarios leads to a decrease in Tre and critical dam height. Tre generally shows a non-monotonically decreasing trend as LPL elevation increases. These quantitative analyses provide valuable insights into the design of subsurface dams in complex situations.
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页数:14
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