The study of breaking wave-induced air bubble flows near the seashore is a great challenge. The process of air entrainment is highly complex and air bubbles evolution takes place over a wide range of spatial and temporal scales. Surf wave breaking can generate strong turbulence and entrain a large amount of air in the water and produce many air bubbles with different lifetimes. It is a typical two-phase flow involving water and air. The evolution and transport of wave-induced air bubbles can significantly affect coastal structures with respect to impact intensity, seawater-air exchange, sediment transport and wave energy dissipation. Studying the characteristics of wave-induced air bubbles in the nearshore wave breaking zone has important theoretical value and scientific significance. A better understanding of this process is also important to improving engineering practice and environmental protection in the nearshore region. Past studies have been focused on the transport law of the wave-induced air bubbles and the related statistics of air bubbles involved in the wave breaking process. Due to the complexity of water and gas mixing processes and the difficulty of the corresponding measurements, the prior research mainly focused on the formation and distribution of wave-induced air bubbles and their relationship with wave energy dissipation. However, quantitative research on how air bubble characteristics vary with different wave parameters still lacks in-depth discussion. This work presents a wave tank experiment to fully understand the void fraction distribution and its relationship with prominent wave parameters during the air entrainment process during surf wave breaking. Spatial and temporal variations of air entrainment and void fraction evolutions are recorded by an air bubble measuring system and high speed camera, respectively. The main factors affecting the distribution of void fraction are determined. The experimental data demonstrates that the distribution of void fraction is closely related to the water depth, prominent wave parameters and distance from the wave breaking location. We discuss the spatial and temporal evolution of the void fraction and derive an empirical formula to predict the void fraction by introducing two factors named C 0 and k 1. The factor k 1 is inversely proportional to wave height and C 0 varies with the wave steepness, relative water depth and dimensionless horizontal position. The empirical formula is used to analyze the relationship between each wave parameter and the distribution of void fraction. Experimental results show that the maximum void faction was close to 20% at the water surface and that the maximum penetration depth of air bubbles was close to 5 cm below the still water surface. As the water depth increased, void faction varied with e-index. Results of this work can be used to analyze and predict the spatiotemporal distribution of the void fraction in wave breaking zone and provide a good reference for further study of air bubble transport during surf wave breaking.