摘要
This paper discusses the effect of berm width and elevation of composite slope on irregular wave run-up. Based on the data obtained from model tests, the formula and distribution of irregular wave run-up on composite slope are derived. The changing of wind speed, width and elevation of the berm are considered comprehensively. The wave run-up with various exceedance probability can be es-timated utilizing the distribution curves of irregular wave run-up.
This paper discusses the effect of berm width and elevation of composite slope on irregular wave run-up. Based on the data obtained from model tests, the formula and distribution of irregular wave run-up on composite slope are derived. The changing of wind speed, width and elevation of the berm are considered comprehensively. The wave run-up with various exceedance probability can be es-timated utilizing the distribution curves of irregular wave run-up.
作者
Chen Guoping , Yu Kuang-ming and Zhang Jiachang Assistant Engineer, River and Harbour Department, Nanjing Hydraulic Research Institute, NanjingProf. and Senior Engineer, River and Harbour Department, Nanjing Hydraulic Research Institute, Nanjing Senior Engineer, River and Harbour Department, Nanjing Hydraulic Research Institute, Nanjing
