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分析解在建模注入裂隙含水层的水载病毒自然时变衰减中的应用。

Analytical solution for the modeling of the natural time-dependent reduction of waterborne viruses injected into fractured aquifers.

机构信息

National Research Council, Water Research Institute, Bari, Italy.

出版信息

Environ Sci Technol. 2011 Jan 15;45(2):636-42. doi: 10.1021/es102412z. Epub 2010 Dec 20.

Abstract

We propose an analytical solution in order to explain the processes that determine the fate and behavior of the viruses during transport in a fractured aquifer at Salento (Italy). The calculations yield the efficiency of filtration in fractures at a site near Nardò (Southern Italy) in reducing the numbers of enteric viruses (i.e., Enteroviruses and Norovirus) in secondary municipal effluents that have been injected in the aquifer over the period 2006-2007. The model predicted, by a theoretical expression, the time-dependent rate of virus reduction, which was in good agreement with field data. The analytical solution yields the achievable "Log reduction credits" for virus reduction in wells located at the setback distances that are usually adopted in local drinking water regulations. The resulting new analytical formula for the time-dependent reduction of viruses during subsurface transport can easily be applied in health risk-based models used to forecast the spread of waterborne diseases and provides appropriate criteria (i.e., distances) needed to meet standards for the quality of drinking water derived from undisinfected groundwater.

摘要

我们提出了一个分析解决方案,用以解释在萨伦托(意大利)的断裂含水层中,病毒在传输过程中的命运和行为。这些计算得出了在意大利南部纳尔杜附近的一个地点,在 2006 年至 2007 年期间将二次城市污水注入含水层时,断裂中过滤对减少肠道病毒(即肠道病毒和诺如病毒)数量的效率。该模型通过理论表达式预测了病毒随时间减少的速率,这与现场数据吻合较好。该分析解决方案提供了在通常用于当地饮用水法规的后退距离处的井中进行病毒减少的可实现的“Log 减少信用”。由此产生的用于地下传输过程中病毒随时间减少的新分析公式可以轻松应用于基于健康风险的模型中,用于预测水传播疾病的传播,并提供了满足源自未消毒地下水的饮用水质量标准所需的适当标准(即距离)。

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