fluviation

t has been known that if a partially penetrated stream is treated as a boundaryin a numerically modelling an aquifer,there will be some practical inconvenience understream-aquifer interaction.

作者在分析河流─含水层相互作用机理的基础上，采用了建立河流─含水层水力偶合模型的办法来解决问题，在建立含水层水流模型的同时，还建立了与之相适应的河流水量均衡模型。