Institute of Environmental Assessment and Water Research (IDAEA), CSIC, Jordi Girona 18-26, 08034 Barcelona, Spain; Department of Civil and Environmental Engineering, Technical University of Catalonia (UPC), Jordi Girona 1-3, 08034 Barcelona, Spain; Associated Unit: Hydrogeology Group (UPC-CSIC), Spain.
Institute of Environmental Assessment and Water Research (IDAEA), CSIC, Jordi Girona 18-26, 08034 Barcelona, Spain.
Sci Total Environ. 2019 Mar 1;654:1118-1131. doi: 10.1016/j.scitotenv.2018.11.196. Epub 2018 Nov 14.
The Salar de Atacama is used as a case study to analyse and quantify coupled natural (evaporation and recharge) and anthropogenic processes (pumping of lithium-rich brine) to abstract their patterns to other salt flats using a three-dimensional groundwater flow model. Important changes in the dynamics of the water table between the pre-operational period (1986-1994) and operational period (1994-2015) are observed. The water table exhibited a gradual drawdown during the pre-operational period because the evaporation was greater than the recharge for most of these periods. This negative balance was counteracted by some sharp rises that were produced by direct rainfall events on the salt flat. The deep lateral recharge that arrived from the mountains did not produce abrupt changes in the water table because the rainfall events in the mountains were damped by the distance of the recharge zone and great thickness of the unsaturated zone. The natural evolution of the water table was modified by the intensive brine pumping that was performed in the south-western Salar de Atacama during the operational period. As evaporation depends on the water table depth, the pumping caused a drawdown of the water table, resulting in an evaporation rate reduction that partially compensated for the pumped brine in the water balance of the basin. This effect is defined as the damping capacity of salt flats. Thus, salt flats have a high capacity for dampening oscillations in their water table in response to both natural and anthropogenic disturbances which is of great importance for the management of lake and wetland ecosystems and brine exploitation. The limit of the dampening capacity of salt flats is defined by the evaporation extinction depth, which is in the range of 0.5-2 m.
阿塔卡马盐沼被用作案例研究,通过三维地下水流动模型分析和量化自然(蒸发和补给)和人为(抽取富锂卤水)过程的耦合作用,以将其模式应用于其他盐田。观测到在运营前时期(1986-1994 年)和运营时期(1994-2015 年)之间,地下水位动态发生了重要变化。在运营前时期,由于蒸发大于补给,地下水位逐渐下降。这种负平衡被一些直接降雨事件在盐田上产生的急剧上升所抵消。来自山区的深部侧向补给并没有导致地下水位发生突然变化,因为山区的降雨事件在补给区的距离和不饱和带的大厚度的影响下被削弱。在运营期间,阿塔卡马盐沼西南部进行了密集的卤水抽取,这一过程改变了地下水位的自然演变。由于蒸发取决于地下水位深度,抽取导致地下水位下降,从而降低了蒸发速率,部分补偿了流域水平衡中的抽提卤水。这种效应被定义为盐田的阻尼能力。因此,盐田具有很强的能力,可以在其地下水位上阻尼自然和人为干扰引起的波动,这对于湖泊和湿地生态系统以及卤水开采的管理非常重要。盐田的阻尼能力的极限由蒸发消失深度定义,范围在 0.5-2 米之间。