Johnson Rl, Clark Br, Landon Mk, Kauffman Lj, Eberts Sm
J Am Water Resour Assoc. 2011 Jun;47(3):588-596. doi: 10.1111/j.1752-1688.2011.00526.x.
Wells screened across multiple aquifers can provide pathways for the movement of surprisingly large volumes of groundwater to confined aquifers used for public water supply (PWS). Using a simple numerical model, we examine the impact of several pumping scenarios on leakage from an unconfined aquifer to a confined aquifer and conclude that a single inactive multi-aquifer well can contribute nearly 10% of total PWS well flow over a wide range of pumping rates. This leakage can occur even when the multi-aquifer well is more than a kilometer from the PWS well. The contribution from multi-aquifer wells may be greater under conditions where seasonal pumping (e.g., irrigation) creates large, widespread downward hydraulic gradients between aquifers. Under those conditions, water can continue to leak down a multi-aquifer well from an unconfined aquifer to a confined aquifer even when those multi-aquifer wells are actively pumped. An important implication is that, if an unconfined aquifer is contaminated, multi-aquifer wells can increase the vulnerability of a confined-aquifer PWS well.
跨越多个含水层的水井能够为数量惊人的大量地下水流入用于公共供水(PWS)的承压含水层提供通道。通过一个简单的数值模型,我们研究了几种抽水方案对从无压含水层向承压含水层渗漏的影响,并得出结论:在广泛的抽水速率范围内,一口闲置的多层含水层水井的渗漏量可能占到公共供水水井总流量的近10%。即使多层含水层水井距离公共供水水井超过一公里,这种渗漏仍可能发生。在季节性抽水(如灌溉)导致含水层之间形成大范围向下水力梯度的情况下,多层含水层水井的渗漏贡献可能更大。在这些条件下,即使多层含水层水井正在抽水,水仍可从无压含水层通过多层含水层水井继续渗漏到承压含水层。一个重要的影响是,如果无压含水层受到污染,多层含水层水井会增加承压含水层公共供水水井的脆弱性。