Zipingpu water conservancy project is located at upriver of Minjiang, and the excavated slope is about 300m high with soft rock widely distributing in the bed rock.

Distribution of Abandoned and Old Coal Mines in the Dam Area at Zipingpu Project;

Due to complex and varied geological conditions for 4 headrace tunnels at Zipingpu Project , real time monitoring technique was used during informatization construction according to new Austrian tunneling method , system observation for typical sections was conducted by following in situ construction , based on which inverse analysis for rock mechanics parame.

Implementation and analysis on emergency monitoring of Zipingpu hydro project after Wenchuan earthquake;

Based on the features of the deformation and slide of the diversion tunnel overburden slopes in Zipingpu Hydro Project,the monitored points of surface displacement were established to monitor the deformation area in time.

Application of Fractal Theory in the Stage Analysis of Flood Season in Zipingpu Reservoir;

Based on digital seismograms recorded by Zipingpu reservoir digital seismic network and YZP station of Chendu Digital Tele-seismic Network from August 2004 to May 2008 before the M8.

The focal mechanism parameters of 262 small earthquakes recorded by Zipingpu reservoir earthquake monitoring network are calculated.

Integrated Automation System of Zipingpu Hydropower Station;