We present a mathematical model of local, steady groundwater flow near a vertical barrier wall. Flow features represented in the model include an impermeable arc-shaped barrier wall and multiple wells; distant boundary conditions are not included explicitly, but their effects on the local flow field are modelled by specifying a uniform flow at infinity and a constant areal recharge within a local domain. We develop an explicit closed-form solution to the boundary-value problem using the analytic element method. The solution is an extension of a harmonic solution presented by Anderson and Mesa [Anderson EI, Mesa E. The effects of vertical barrier walls on the hydraulic control of contaminated groundwater. Adv Water Resourc 2006;29(1):89–98] which does not include the effects of recharge. We demonstrate that the general solution with recharge consists of the harmonic solution superposed on a special case of the harmonic solution along with two elementary one-dimensional flow solutions. The results are used to investigate the effects of areal recharge on the capture zone envelopes of the pumping wells and on the reduction in discharge that can be achieved by including a barrier wall in a pump and treat design. We find that the benefits of including an open barrier wall in a design, measured as a reduction in the pumping rate required to contain a plume, increase for higher recharge rates. Dimensionless plots of capture zone envelopes are presented for a practical well and barrier wall configuration. 相似文献
应用ArcGIS软件中的Topo to Raster工具、MATLAB软件中的人工神经网络及Surfer软件中自然邻点法,本文对使用差分GPS测量的青藏高原不同地区的冰碛垄数据进行了数字地貌模拟,从模拟精度、准确度、地貌晕渲、易操作性及后期定量分析等方面进行了分析对比。结果表明ArcGIS中的Topo to Raster工具较其他两种方法有较好的模拟精度;综合考虑各方面因素,ArcGIS软件在冰碛垄地貌的定量研究中具有优势。 相似文献