Occurrence of seawater intrusion overshoot

被引:36
|
作者
Morgan, Leanne K. [1 ,2 ]
Bakker, Mark [3 ]
Werner, Adrian D. [1 ,2 ]
机构
[1] Flinders Univ S Australia, Natl Ctr Groundwater Res & Training, Adelaide, SA 5001, Australia
[2] Flinders Univ S Australia, Sch Environm, Adelaide, SA 5001, Australia
[3] Delft Univ Technol, Fac Civil Engn & GeoSci, Water Resources Sect, Delft, Netherlands
基金
澳大利亚研究理事会;
关键词
seawater intrusion; sea level rise; density-dependent modeling; SEA-WATER INTRUSION; LEVEL RISE; VULNERABILITY; IMPACT; FLOW;
D O I
10.1002/2014WR016329
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
A number of numerical modeling studies of transient sea level rise (SLR) and seawater intrusion (SI) in flux-controlled aquifer systems have reported an overshoot phenomenon, whereby the freshwater-saltwater interface temporarily extends further inland than the eventual steady state position. Recently, physical sand-tank modeling has shown overshoot to be a physical process. In this paper, we have carried out numerical modeling of SLR-SI to demonstrate that overshoot can occur at the field scale within unconfined aquifers. This result is contrary to previous conclusions drawn from a restricted number of cases. In addition, we show that SI overshoot is plausible under scenarios of gradual sea level rise that are consistent with conditions predicted by the Intergovernmental Panel for Climate Change. Overshoot was found to be largest in flux-controlled unconfined aquifers characterized by low freshwater flux, high specific yield, and large inland extent. These conditions result in longer timeframes for the aquifer to reach new steady state conditions following SLR, and the extended period prior to reequilibration of the groundwater flow field produces more extensive overshoot.
引用
收藏
页码:1989 / 1999
页数:11
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