[1] Chi, S., Zhang, C., Sui, T., Cao, Z., Zheng, J. and Fan, J.(2021), “Field observation of wave overtopping at sea dike using shore-based video images”, Journal of Hydrodynamics, Vol. 33, pp. 57-672.
[2] Choi, E. H. and Kim, C. S.(2012), “A Design of Disaster Prevention System and Detection of Wave Overtopping Number for Storm Surge base on CCTV”, Journal of Korea Multimedia Soiety, Vol. 15, No. 2, pp. 258-265.
[3] De Rouck, J., Verhaeghe, H. and Geeraerts, J.(2009), “Crest level assessment of coastal structures—General overview”, Coastal Engineering, Vol. 56, pp. 9-210.
[4] Franco, L., Geeraerts, J., Briganti, R., Willems, M., Bellotti, G. and De Rouck, J.(2009), “Prototype measurements and small-scale model tests of wave overtopping at shallow rubble-mound breakwaters: the Ostia-Rome yacht harbour case”, Coastal Engineering, Vol. 56, pp. 154-165.
[5] Ministry of Oceans and Fisheries (MOF)(2020). Design standard of harbor and fishery ports, KC Code KDS 64 10 10.
https://kpcs.portcals.go.kr.
[6] Seong, B. R., Cho, W. H., Moon, J. Y. and Lee, K. H.(2022), “Real-time Wave Overtopping Detection and Measuring Wave Run-up Heights Based on Convolutional Neural Networks (CNN)”, Journal of Navigation and Port Research, Vol. 46, No. 3, pp. 243-250.
[7] Yoo, D. H., Lee, Y. C., Kim, D. S. and Lee, K. H.(2023), “Physical Model Experiment for Estimating Wave Overtopping on a Vertical Seawall under Regular Wave Conditions for On-Site Measurements”, Journal of Korean Society of Coastal and Ocean Engineers, Vol. 35, No. 4, pp. 75-83.
[8] Yoon, H. S., Park, J. H. and Jean, Y. H.(2017), “A Study on Wave Overtopping of the Seawall at Haeundae Marine City During the Passing of Typhoon Chaba”, Journal of the Korean Society for Marine Environment and Energy, Vol. 20, No. 3, pp. 152-159.