Influence of tides on the effectiveness of artificial freshwater injection in mitigating seawater intrusion in an unconfined coastal aquifer

Peipeng Wu* (Corresponding Author), Jean-Christophe Comte, Fulin Li* (Corresponding Author), Huawei Chen

*Corresponding author for this work

Research output: Contribution to journalArticlepeer-review

9 Citations (Scopus)

Abstract

Managed aquifer recharge (MAR) using artificial freshwater recharge from infiltration basins or injection wells is an effective method to control seawater intrusion. The effect of oceanic tides, however, are usually not considered when dimensioning and operating freshwater injection installations. This study employed lab-scale physical experiments and groundwater numerical models to investigate salt transport and salinity distributions as driven by artificial freshwater injection under the influence of tides in an unconfined coastal aquifer. Results revealed that the effectiveness of artificial freshwater injection is significantly reduced under tidal conditions as compared to conditions without tides. The response of the upper saline plume (the tidal recirculation cell) to artificial freshwater injection in tidal conditions is nearly twice more rapid than that of the lower seawater wedge. The seaward displacement of the seawater wedge toe is higher for low seawater concentration isohalines (5%) than for higher concentration isohalines (50% to 95%). It was further found that an overshoot phenomenon (whereby the seawater toe first moves seaward before moving landward again) occurs and mainly affects the higher concentration isohalines. This further decreases the effectiveness of freshwater injection in controlling seawater intrusion, and the phenomenon is more pronounced with increased injection rates, increased distance between injection well and coastal line, increased tidal amplitude and decreased tidal periods. This study provides insights with direct implications for design of artificial freshwater injection wells to control seawater intrusion in tidally-influenced unconfined coastal aquifers.
Original languageEnglish
Article number129043
Number of pages13
JournalJournal of Hydrology
Volume617
Issue numberPart B
Early online date30 Dec 2022
DOIs
Publication statusPublished - Feb 2023

Bibliographical note

This research was supported by the National Natural Science Foundation of China (42102286), the Belt and Road Special Foundation of the State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering (Nanjing Hydraulic Research Institute. Grant 2020nkms05), the Open Project Program of Key Laboratory of Groundwater Resources and Environment (Jilin University), Ministry of Education (Grant No. 202105002KF), the National Key Research and Development Program of China (NO. 2021YFC3200504, 2016YFC0402809), and the Key Hydraulic Engineering Research and Experiment Project for River Basin Water Conservancy Management and Service Center of Shandong Province (XQHFHZL-KY202004), providing financial support for the collection of data, their analysis and the writing and publication of the results. All the results/data have been included in the paper.

Data Availability Statement

All the results/data have been included in the paper.

Keywords

  • Artificial recharge
  • Unconfined coastal aquifer
  • Seawater intrusion
  • Sea tides
  • Sand tank
  • Numerical groundwater modelling

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