The Wenchuan earthquake generated strong surface disturbances and triggered a large number of loose deposits, resulting in the disasterprone environment with special watershed hydrological characteristics. This paper was to propose a debris flow formation process and explore the permeability characteristics and critical hydrodynamic conditions of the loose deposits triggered by the earthquake. The Guo Juanyan gully(31°05′27″ N to 31°05′46″ N, 103°36′58″ E to 103°37′09″ E) in Du Jiangyan City, located in the meizoseismal areas of the Wenchuan earthquake, was chosen as the study area and the disaster-prone environment was analyzed. The formation process of the debris flow was first proposed using a stability analysis, and then, the permeability characteristics of loose deposits were determined via in situ permeability experiments. Finally, the critical 1 h rainfall was simulated through a distributed hydrological model and verified by field observations. The formation process of debris flow could be divided into three stages based on the relationship between the hydrodynamic force and loose deposit resistance. The critical 1 h rainfall amounts under three antecedent moisture conditions(I-dry, II-normal and III-wet) were 52 mm/h, 43 mm/h and 34 mm/h, respectively. This study proposed a debris flow formation process in the meizoseismal areas of the Wenchuan earthquake based on the stability analysis and defined the rainfall threshold for debris flow early warning at the local level, which is significant for debris flow mitigation and risk management. The Wenchuan earthquake generated strong surface disturbances and triggered a large number of loose deposits, resulting in the disasterprone environment with special watershed hydrological characteristics. This paper was to propose a permeability and critical hydrodynamic conditions of the loose deposits. triggered by the earthquake. The Guo Juanyan gully (31 ° 05’27 “N to 31 ° 05’46” N, 103 ° 36’58 “E to 103 ° 37’09” E) in Du Jiangyan City, located in the meizoseismal areas of the Wenchuan earthquake, was chosen as the study area and the disaster-prone environment was analyzed. and then, the permeability characteristics of loose deposits were determined via in Finally, the critical 1 h rainfall was simulated through a distributed hydrological model and verified by field observations. The formation the critical 1 h rainfall amounts under three antecedent moisture conditions (I-dry, II-normal and III-wet) were 52 mm / h, 43 mm / h and 34 mm / h, respectively. This study proposed a debris flow formation process in the meizoseismal areas of the Wenchuan earthquake based on the stability analysis and defined the rainfall threshold for debris flow early warning at the local level , which is significant for debris flow mitigation and risk management.