With the evolution of many application domains

which are involved in radioactive waste repositories

sewage infiltration of resulting from refuse filling fields

seawater intrusion and leakage arising from oil pipeline aging

it is requested that theory of solute transport in fractured rocks is developed from the mechanism

experiment and model. Multi-scale conception models of solute transport in fractured rocks system are established. Furthermore

advantages and disadvantages of different mathematical models for solute transport are analyzed in present fractured rocks systems. It provides referential foundation for selecting rational mathematical model to solve concrete problems. Finally

problems needing further research are put forward.