PREDICTING RUN-UP OF BREAKING AND NONBREAKING LONG WAVES BY APPLYING THE CORNELL COMCOT MODEL

被引:2
作者
Zhou, Hongqiang [1 ]
Teng, Michelle H. [1 ]
Lin, Pengzhi [2 ]
Gica, Edison [3 ]
Feng, Kelie [4 ]
机构
[1] Univ Hawaii Manoa, Dept Civil & Environm Engn, Honolulu, HI 96822 USA
[2] Natl Univ Singapore, Dept Civil Engn, Singapore 117576, Singapore
[3] NOAA Ctr Tsunami Res, Seattle, WA 98115 USA
[4] M & E Pacific Inc, Honolulu, HI 96813 USA
来源
NONLINEAR WAVE DYNAMICS | 2009年
关键词
SOLITARY WAVES;
D O I
10.1142/9789812709042_0007
中图分类号
U6 [水路运输]; P75 [海洋工程];
学科分类号
0814 ; 081505 ; 0824 ; 082401 ;
摘要
The present numerical and experimental study examines the performance of the Cornell COMCOT tsunami model developed under the direction of Professor Philip L.-F. Liu. The 2-D depth-averaged model was initially developed for nonbreaking wave run-up as it did not include all empirical term approximating the energy dissipation due to wave breaking. In this Study, numerical simulations based on the 2-D model of both breaking and nonbreaking wave run-up were performed. The results were then compared with the experimental results (Synolakis [1], Feng [2]) and also with the results based oil a more advanced depth-resolving RANS model for breaking waves developed by Lin et al. [3,4], with good agreement. An analysis of the numerical scheme used by COMCOT revealed that the truncation error has the similar effect as the empirical diffusion term typically used for simulating energy dissipation caused by wave breaking for depth-averaged models, thus eliminating the need to include this additional term in the COMCOT model. A verification of the COMCOT model against it historical tsunami event is also presented. The results show that the COMCOT model is a simple. yet effective model for predicting both breaking and nonbreaking wave run-up for practical applications.
引用
收藏
页码:147 / +
页数:3
相关论文
empty
未找到相关数据