Knappett P S K, Du J, Liu P, Horvath V, Mailloux B J, Feighery J, van Geen A, Culligan P J
Lamont-Doherty Earth Observatory of Columbia University, Palisades, NY 10964.
Civil Engineering and Engineering Mechanics, Columbia University, New York, NY 10027.
Adv Water Resour. 2014 Jan 1;63:120-130. doi: 10.1016/j.advwatres.2013.11.005.
Drinking water wells indiscriminatingly placed adjacent to fecal contaminated surface water represents a significant but difficult to quantify health risk. Here we seek to understand mechanisms that limit the contamination extent by scaling up bacterial transport results from the laboratory to the field in a well constrained setting. Three pulses of originating during the early monsoon from a freshly excavated pond receiving latrine effluent in Bangladesh were monitored in 6 wells and modeled with a two-dimensional (2-D) flow and transport model conditioned with measured hydraulic heads. The modeling was performed assuming three different modes of interaction of with aquifer sands: 1) irreversible attachment only (best-fit k=7.6 day); 2) reversible attachment only (k=10.5 and k=0.2 day); and 3) a combination of reversible and irreversible modes of attachment (k=60, k=7.6, k=5.2 day). Only the third approach adequately reproduced the observed temporal and spatial distribution of , including a 4-log lateral removal distance of ∼9 m. In saturated column experiments, carried out using aquifer sand from the field site, a combination of reversible and irreversible attachment was also required to reproduce the observed breakthrough curves and retention profiles within the laboratory columns. Applying the laboratory-measured kinetic parameters to the 2-D calibrated flow model of the field site underestimates the observed 4-log lateral removal distance by less than a factor of two. This is promising for predicting field scale transport from laboratory experiments.
在粪便污染的地表水附近随意设置的饮用水井带来了重大但难以量化的健康风险。在此,我们试图通过在一个约束良好的环境中将实验室的细菌输运结果放大到实地,来了解限制污染范围的机制。在孟加拉国,对6口水井中监测到的来自一个新挖掘的接收厕所污水的池塘在季风早期产生的三股脉冲进行了监测,并用一个二维水流和输运模型进行了模拟,该模型以实测水头为条件。模拟是在假设细菌与含水层砂存在三种不同相互作用模式的情况下进行的:1)仅不可逆附着(最佳拟合k = 7.6天);2)仅可逆附着(k = 10.5和k = 0.2天);3)可逆和不可逆附着模式的组合(k = 60、k = 7.6、k = 5.2天)。只有第三种方法充分再现了观察到的细菌的时间和空间分布,包括约9米的4对数横向去除距离。在使用现场场地的含水层砂进行的饱和柱实验中,也需要可逆和不可逆附着的组合来再现实验室柱内观察到的突破曲线和细菌保留剖面。将实验室测量的动力学参数应用于现场场地的二维校准水流模型,对观察到的4对数横向去除距离的低估不到两倍。这对于从实验室实验预测现场尺度的输运是有希望的。