1Chen 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.Effect of Berm Width and Elevation on Irregular Wave Run-Up[J].China Ocean Engineering,1991,6(4):441-452. 被引量：7
2浙江省海塘工程技术规定[S].
3Van der Meer J W. Wave run-up and wave overtopping at dikes[R]. Delft Netherlands: J W Van der Meer, 2002.
4Irribarren C R, Nogales C. Protection des ports, Sect. 2, Comm. 4[C]. Lisbon: 17th Int Nav Cong., 1949.
5de Waal J P, van der Meer J W. Wave runup and overtopping on coastal structures[J]. Venice: Proc. Coastal Engineering Conference, 1992.
6Van der Meer J W, Janssen J P F M. Wave run-up and wave overtopping at dikes[J]. ASCE,1995(1): 1-27.
7Saville T. Laboratory data on wave runup and overtopping [M]. Washington D C: Lake Okeechobee Levee Sections, U. S.Army, Corps of Engineers, Beach Erosion Board, 1955.
8Saville T. Large-scale model tests of wave run up and overtopping on shore Structures[M]. Washington D C: U.S. Army, Corps of Engineers, Beach Erosion Board, 1958.
9Yuichi Iwagaki, Akira Shima, Masao Inoue. Effect of wave height and sea water level on wave overtopping and wave run-up[J]. JSCE, 1965, 8: 141-151.
10J R Weggle, Wave overtopping equation[C]//Proceedings of 15th Conference on Coastal Engineering. Haiwaii: Uninergity of Hawaii, 1977.
