The fish-nest ecological revetment,a commonly used revetment form in the current inland waterway,can increase stability and anti-scourability of bank slopes and create well ecological landscape for rivers.So it is of great significance to study the dynamic response of waters near the fish-nest revetment under wave action for the design optimization of revetment engineer-ing.Through the combination of numerical simulation and flume experiments,the variation law of wave impact on fish-nest revet-ment and the dynamic pressure and stress response characteristics of surrounding waters under different wave conditions(wave height and wave angle)were studied.The results showed that the change of wave height and wave angle has little effect on the vertical dynamic pressure distribution of revetment under wave action.Under different wave incidence conditions,the peak value of dynamic pressure on the revetment side appeared at areas slightly lower than the static water level(Z=-0.05 m);when the in-cident wave height was large(H=0.10 m),the dynamic pressure on the revetment side became larger as a whole,and absorption of wave energy by the cavity was more obvious.The increase of incident wave angle(β=45°)would cause wave energy disper-sion and weaken the peak value of dynamic pressure on the slope.The research results can provide theoretical reference for the ap-plication of fish-nest revetment in inland waterway protections.