变形介质承压含水层渗流数值模拟研究

Study on Numerical Simulation of Seepage Flow in Confined Aquifer of Deformed Media

针对变形介质承压含水层完全井的渗流问题,建立了变形介质稳定渗流数学模型,并采用数值方法进行模拟研究。结果表明:在相同的出水量条件下,介质变形系数越大,则含水层水位降深也越大;相同的介质变形系数条件下,随着出水量的增大,含水层水位降深也随之增大。

Mathematical model of steady seepage was established for fully penetrating well in confined aquifer of media deformation considering deformation coefficient. The results showed that drawdown increased with the increasing of deformation coefficient under the same dischage; drawdown increasd with the increasing of dischage under the same deformation coefficient.