Suárez Francisco, Bachmann Jaime, Muñoz José F, Ortiz Cristian, Tyler Scott W, Alister Claudio, Kogan Marcelo
Department of Hydraulic and Environmental Engineering, Pontificia Universidad Católica de Chile, Santiago, Chile.
J Contam Hydrol. 2007 Dec 7;94(3-4):166-77. doi: 10.1016/j.jconhyd.2007.05.009. Epub 2007 Jun 12.
The potential contamination of groundwater by herbicides is often controlled by processes in the vadose zone, through which herbicides travel before entering groundwater. In the vadose zone, both physical and chemical processes affect the fate and transport of herbicides, therefore it is important to represent these processes by mathematical models to predict contaminant movement. To simulate the movement of simazine, a herbicide commonly used in Chilean vineyards, batch and miscible displacement column experiments were performed on a disturbed sandy soil to quantify the primary parameters and processes of simazine transport. Chloride (Cl(-)) was used as a non-reactive tracer, and simazine as the reactive tracer. The Hydrus-1D model was used to estimate the parameters by inversion from the breakthrough curves of the columns and to evaluate the potential groundwater contamination in a sandy soil from the Casablanca Valley, Chile. The two-site, chemical non-equilibrium model was observed to best represent the experimental results of the miscible displacement experiments in laboratory soil columns. Predictions of transport under hypothetical field conditions using the same soil from the column experiments were made for 40 years by applying herbicide during the first 20 years, and then halting the application and considering different rates of groundwater recharge. For recharge rates smaller than 84 mm year(-1), the predicted concentration of simazine at a depth of 1 m is below the U.S. EPA's maximum contaminant levels (4 microg L(-1)). After eight years of application at a groundwater recharge rate of 180 mm year(-1) (approximately 50% of the annual rainfall), simazine was found to reach the groundwater (located at 1 m depth) at a higher concentration (more than 40 microg L(-1)) than the existing guidelines in the USA and Europe.
除草剂对地下水的潜在污染通常受包气带过程的控制,除草剂在进入地下水之前会经过包气带。在包气带中,物理和化学过程都会影响除草剂的归宿和迁移,因此通过数学模型来描述这些过程对于预测污染物的移动非常重要。为了模拟智利葡萄园常用的除草剂西玛津的移动,在扰动的沙质土壤上进行了批次和混溶置换柱实验,以量化西玛津迁移的主要参数和过程。氯离子(Cl(-))用作非反应性示踪剂,西玛津用作反应性示踪剂。利用Hydrus-1D模型通过柱突破曲线反演来估算参数,并评估智利卡萨布兰卡山谷沙质土壤中潜在的地下水污染情况。观察到两点化学非平衡模型最能代表实验室土壤柱中混溶置换实验的结果。利用柱实验中的相同土壤,对假设的田间条件下的迁移进行了预测,在前20年施加除草剂,然后停止施用,并考虑不同的地下水补给速率,预测了40年的情况。对于小于84毫米/年的补给速率,预测1米深度处西玛津的浓度低于美国环境保护局的最大污染物水平(4微克/升)。在以180毫米/年的地下水补给速率(约为年降雨量的50%)施用八年后,发现西玛津到达1米深度的地下水时,其浓度(超过40微克/升)高于美国和欧洲的现有指导标准。