TY - JOUR
T1 - Preventing Seawater Intrusion and Enhancing Safe Extraction Using Finite-Length, Impermeable Subsurface Barriers
T2 - 3D Analysis
AU - Wu, Huiqiang
AU - Lu, Chunhui
AU - Kong, Jun
AU - Werner, Adrian D.
PY - 2020/11
Y1 - 2020/11
N2 - Subsurface physical barriers have been recognized as effective in mitigating seawater intrusion in coastal aquifers, although mainly 2D (cross-sectional) barrier effects have been considered. In this study, impermeable barriers with finite shore-parallel lengths are investigated through 3D numerical simulation, thereby extending previous analyses. Two scenarios are considered: (a) barrier-only and (b) barrier-well systems; and three available barrier types are analyzed and compared: (1) subsurface dam, (2) cutoff wall, and (3) fully penetrating barrier. Barrier location, length, and height are investigated, and barrier effectiveness is evaluated from seawater volumes, seawater wedge toe positions, and maximum safe pumping rates. In the barrier-only system, a better performance in preventing seawater intrusion was achieved by cutoff walls rather than subsurface dams. Finite-length subsurface dams may slightly enhance seawater extent along parts of the coastline that are beyond the dam's length. Cutoff walls performed best when located at relatively small distances from the coast in the barrier-only system, whereas with a well at 450 m from the shoreline, the subsurface dam located at a critical distance from the sea (i.e., 300 m in the current study) performed optimally (from the tested cases) and was superior to cutoff walls in terms of the maximum safe pumping rate. A fully penetrating barrier outperformed cutoff walls and subsurface dams, as expected. Our investigation indicates that subsurface barrier design should consider the effect of the shore-parallel length, because barrier benefits may otherwise be significantly overestimated.
AB - Subsurface physical barriers have been recognized as effective in mitigating seawater intrusion in coastal aquifers, although mainly 2D (cross-sectional) barrier effects have been considered. In this study, impermeable barriers with finite shore-parallel lengths are investigated through 3D numerical simulation, thereby extending previous analyses. Two scenarios are considered: (a) barrier-only and (b) barrier-well systems; and three available barrier types are analyzed and compared: (1) subsurface dam, (2) cutoff wall, and (3) fully penetrating barrier. Barrier location, length, and height are investigated, and barrier effectiveness is evaluated from seawater volumes, seawater wedge toe positions, and maximum safe pumping rates. In the barrier-only system, a better performance in preventing seawater intrusion was achieved by cutoff walls rather than subsurface dams. Finite-length subsurface dams may slightly enhance seawater extent along parts of the coastline that are beyond the dam's length. Cutoff walls performed best when located at relatively small distances from the coast in the barrier-only system, whereas with a well at 450 m from the shoreline, the subsurface dam located at a critical distance from the sea (i.e., 300 m in the current study) performed optimally (from the tested cases) and was superior to cutoff walls in terms of the maximum safe pumping rate. A fully penetrating barrier outperformed cutoff walls and subsurface dams, as expected. Our investigation indicates that subsurface barrier design should consider the effect of the shore-parallel length, because barrier benefits may otherwise be significantly overestimated.
KW - coastal aquifer
KW - cutoff wall
KW - groundwater extraction
KW - numerical modeling
KW - subsurface dam
KW - water resource management
UR - http://www.scopus.com/inward/record.url?scp=85096461018&partnerID=8YFLogxK
UR - http://purl.org/au-research/grants/ARC/FT150100403
U2 - 10.1029/2020WR027792
DO - 10.1029/2020WR027792
M3 - Article
AN - SCOPUS:85096461018
SN - 0043-1397
VL - 56
JO - Water Resources Research
JF - Water Resources Research
IS - 11
M1 - e2020WR027792
ER -