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Evaluation Of The Transport Of Norm Contaminants In The Air And Saturated Underground Zone Of The City of Aldama, Mexico

机译:墨西哥Aldama市空气和饱和地下区域中规范污染物的运输评估

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In this study, it was postulated that naturally occurring radioactive material (NORM) concentrations in air, soil, and Aldama City waters due to uranium and thorium must have some anthropogenic component. This suggests that it may have been a bad decision to locate the URAMEX plant, the current Majalca Processor, on the grounds, upstream of the hydrological basin of the Chuviscar River. To achieve the objective of studying NORM contamination, the modeling provided by WRPLOT (Tee J., 2016), CALVIEW (Cire, J., CALPro Plus. 2011) and HYDRUS-1D (Simunek, J., 2008) were used to determine the following: i) Dispersion of pollutants from NORM wastes that were stored and dispensed from piles of waste and the oxidation pond (sources) and that somehow were reaching the surface of the city soil, to the unsaturated zone and subsequently to the groundwater zone. ii) Dispersion of anthropogenic radioisotopes without a defined source. This reference is made because of the vertical transport of ~(137)Cs from the total area of the city to the underlying layers of the unsaturated zone. The 1986 Chernobyl and 2011 Fukushima accidents are responsible of these events (Medvedev, A. 1990). (Carbonell, EF 2013). iii) Drainage flow values obtained at different depths in a simulated way for the determination the possible contamination of the soil layers (root layer) until the termination of the vadose zone where the displacement of the groundwater flows begins.
机译:在这项研究中,假定由于铀和or而在空气,土壤和Aldama市水域中自然产生的放射性物质(NORM)浓度必须具有某些人为成分。这表明,将目前的Majalca加工商URAMEX工厂设在丘维斯卡尔河水文流域的上游可能是一个错误的决定。为了达到研究NORM污染的目的,使用了WRPLOT(Tee J.,2016),CALVIEW(Cire,J.,CALPro Plus。2011)和HYDRUS-1D(Simunek,J.,2008)提供的模型来确定以下是:i)从一堆废物和氧化池(源)中存储和分配的NORM废物中的污染物的扩散,这些污染物以某种方式到达城市土壤的表面,到达非饱和区,然后到达地下水区。 ii)没有确定来源的人为放射性同位素的扩散。之所以做出此参考,是因为〜(137)Cs从城市的整个区域到不饱和区域的基础层的垂直传输。 1986年的切尔诺贝利事故和2011年的福岛事故是造成这些事件的原因(Medvedev,A. 1990)。 (Carbonell,EF 2013)。 iii)以模拟方式在不同深度获得的排水流量值,用于确定土壤层(根层)可能受到的污染,直到渗流开始的渗流带终止为止。

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