Tsunami surges are frequently simulated by dam-break flows over dry beds. The purpose of this study is to quantitatively investigate the flow kinematics and turbulent characteristics of a surge impacting onto a vertical wall. Based on high-speed videos, the impact process is classified into the initial impact stage, the reflected stage, and the second impact stage. To quantify the flow kinematics, the particle image velocimetry (PIV) technique was used in the non-aerated region, while the bubble image velocimetry (BIV) technique was employed to measure the impact-induced turbulent flow with air entrainment. The measured velocity fields of the impact-induced splash confirmed the feasibility of Ko and Yeh's (2018) model employing a solid-body motion assumption of splash that estimates the impact force by bores and surges at the initial impact stage. Velocity fields and streamlines revealed that the main water body overturned backwards and formed a large two-phase vortex, while a small counter rotating vortex was also formed at the corner of the wall-bed junction. The mean velocity magnitude of the small corner vortex is about two-thirds that of the main water body. The turbulent intensity field was obtained by averaging 20 repetitions of the same experiment. The mean turbulent intensity of these aerated regions is about 3.4 times that of the non-aerated region. Based on a wavelet-transform-based method, the result reveals that the mean turbulence length scale of the aerated region is about two-thirds that of the non-aerated region.