A natural water pool with cushion depth 80-125 m and hard bedrock is located downstream Wudongde Arch Dam,the integral hydraulic model test shows that the concrete apron of dissipation pool is needless,only 300 m long revetment along the downstream tiver banks should be built and further 300 m long,should be protected by hanging concrete slabs.

Study on energy dissipation of two-jet with varying discharge ratio on a plunge pool based on computational fluid danamics;

Experimental research on the characteristics of the movement of three slabs in the invert arch plunge pool;

Study on control criteria for plunge pool of water-cushion;

Experimental study on thrust at springer of counter-arched base plate in cushion pool;

Influence of atomized rain infiltration on stability of cushion pool slope of xiluodu project;

Experimental study on drowned impinging jets in cushion pool below high dam;

Experimental study of the impact pressure distributions in a stilling basin during flood discharges;

Investigation of impact pressure and velocity distributions on the stilling basin;

A mixture model for air-water two phase flows was used to predict the air concentration,velocities and turbulent viscosity distributions of flow through a sluicing structure including a stilling basin to study the re-aeration of air-entrained flow.

Numerical simulation of the velocity field in the water cushion pool of high arc-dam;

Reinforcement of base slab of water cushion pool for Manwan hydropower project;

Comparison of aspects on stability of inverted arch water cushion pool with those of flat bottom one;

Method for predicting the stability of plunge pool slabs based on identification of dynamic displacement response;