School of the Environment, Flinders University, Adelaide, South Australia, Australia.
Ground Water. 2013 Mar;51(2):219-28. doi: 10.1111/j.1745-6584.2012.00973.x. Epub 2012 Aug 8.
In this study, we examine the maximum net extraction rate from the novel arrangement of an injection-extraction well pair in a coastal aquifer, where fresh groundwater is reinjected through the injection well located between the interface toe and extraction well. Complex potential theory is employed to derive a new analytical solution for the maximum net extraction rate and corresponding stagnation-point locations and recirculation ratio, assuming steady-state, sharp-interface conditions. The injection-extraction well-pair system outperforms a traditional single extraction well in terms of net extraction rate for a broad range of well placement and pumping rates, which is up to 50% higher for an aquifer with a thickness of 20 m, hydraulic conductivity of 10 m/d, and fresh water influx of 0.24 m(2) /d. Sensitivity analyses show that for a given fresh water discharge from an inland aquifer, a larger maximum net extraction is expected in cases with a smaller hydraulic conductivity or a smaller aquifer thickness, notwithstanding physical limits to drawdown at the pumping well that are not considered here. For an extraction well with a fixed location, the optimal net extraction rate linearly increases with the distance between the injection well and the sea, and the corresponding injection rate and recirculation ratio also increase. The analytical analysis in this study provides initial guidance for the design of well-pair systems in coastal aquifers, and is therefore an extension beyond previous applications of analytical solutions of coastal pumping that apply only to extraction or injection wells.
在这项研究中,我们研究了在沿海含水层中新布置的注入-抽取井对的最大净抽取速率,其中新鲜地下水通过位于界面趾部和抽取井之间的注入井回注。我们采用复势理论推导出了一个新的最大净抽取速率及其对应的驻点位置和回流比的解析解,假设为稳态、锐界面条件。对于广泛的井位和抽水井流量,注入-抽取井对系统的净抽取速率优于传统的单抽取井,对于厚度为 20 m、渗透系数为 10 m/d、新鲜水流入量为 0.24 m²/d 的含水层,净抽取速率最高可提高 50%。敏感性分析表明,对于内陆含水层中给定的新鲜水排放量,在渗透系数较小或含水层厚度较小的情况下,预计会有更大的最大净抽取量,尽管这里没有考虑到在抽水井处产生的下降的物理限制。对于固定位置的抽取井,最优净抽取速率与注入井和海之间的距离呈线性增加,相应的注入速率和回流比也会增加。本研究中的分析为沿海含水层中井对系统的设计提供了初步指导,因此超越了之前仅适用于抽取或注入井的沿海抽取解析解的应用。