初步建立了裂隙岩体水力等效连续介质是否存在的二维判别方法。一方面证明了水力等效连续介质中渗透作用运动效果等的必然性；另一方面建立了半理论半数值模拟试验方法，讨论裂隙岩体是否存在渗透作用力变形效果和流量两者同时等效意义下的连续介质。最后给出了一个算例 A two-dimensional discriminant method is established for the existence of hydraulic equivalent continuum in fractured rock mass. On the one hand, the inevitability of the hydraulic effect of penetrating action in hydraulic equivalent continuous medium is proved. On the other hand, a semi-theoretical and semi-numerical simulation test method is established to discuss whether the fractured rock mass has the effect of infiltration, the deformation effect and the flow rate are equivalent Meaning of continuous media. Finally, an example is given