Citation: | LI Shao-wu, LI Chun-ying, GU Han-bin, SHI Zhong. Improved numerical model for nearshore wave breaking[J]. Advances in Water Science, 2005, 16(1): 36-41. |
[1] |
Witting J M.A unified model for the evolution of nonlinear water waves[J].Journal of Computational Physics,1984,56:1 626-1637.
|
[2] |
Madsen P A,Murray R,Sφrensen O R.New form of the Boussinesq equations with improved linear dispersion characteristics[J].Coastal Engineering,1991,15(4):371-388.
|
[3] |
Nwogu O.Alternative form of the Boussinesq equations for nearshore wave propagation[J].Journal of Waterway,Port,Coastal and Ocean Engineering,1993,119(6):618-638.
|
[4] |
Wei G,Kirby J T,Grilli S T,et al.A fully nonlinear Boussinesq model for surface waves.Part 1:Highly nonlinear unsteady waves[J].Journl of Fluid Mechanics,1995,294:71-92.
|
[5] |
Gobbi M F,Kirby J T.A fourth order Boussinesq-type wave model[A].Proceedings of the 25th International Conference on Coastal Engineering[C].New York:ASCE,1996,1 116-1 129.
|
[6] |
林建国,邱大洪,邹志利.新型Boussinesq方程的进一步改善[J].海洋学报,1998,20(2):113-119.
|
[7] |
Zou Z L.Higher order Boussinesq equations[J].Ocean Engineering,1999,26:767-792.
|
[8] |
Madsen P A,Bingham H B,Liu H.A new Boussinesq method for fully nonlinear waves from shallow to deep water[J].Journal of Fluid Mechanics,2002,462:1-30.
|
[9] |
Kobayashi N,Desilva G S,Waston K D.Wave transformation and swash zone oscillation on gentle and steep slopes[J].Journal of Geophysical Research,1989,94(C1):951-966.
|
[10] |
佐藤慎司,鈴木秀典.砕波带における底面流速变動波形の評佰法[A].海岸工学論文集[C].日本:JSCE,1990,37:51-55.
|
[11] |
陶建华.波浪在岸滩上的爬高和破碎的数学模拟[J].海洋学报,1984,6(5):692-700.
|
[12] |
Karambas T V,Koutitas C.A breaking wave propagation model based on the Boussinesq equations[J].Coastal Engineering,1992,18:1-19.
|
[13] |
Li S,Wang S,Shibayama T.A nearshore wave breaking model[J].ACTA Oceanologica Sinica,1998,17(1):108-118.
|
[14] |
Kennedy A B,Chen Q,Kirby J T.Boussinesq modeling of wave transformation,breaking,and runup.Ⅰ:1D[J].Journal of Waterway,Port,Coastal and Ocean Engineering,2000,126(1):39-47.
|
[15] |
Chen Q,Kirby J T,Dalrymple R A.Boussinesq modeling of wave transformation,breaking,and runup.Ⅰ:2D[J].Journal of Waterway,Port,Coastal and Ocean Engineering,ASCE,2000,126(1):48-56.
|
[16] |
Schaffer H A,Madsen P A,Deigaard R.A Boussinesq model for waves breaking in shallow water[J].Coastal Engineering,1993,20:285-202.
|
[17] |
Madsen P A,Sφrensen O R,Schaffer H A.Surf zone dynamics simulated by a Boussinesq type model.Part Ⅰ.Model description and crossshore motion of regular waves[J].Coastal Engineering,1997,32:255-287.
|
[18] |
Skotner C,Apelt C J.Application of a Boussinesq model for the computation of breaking waves:Part Ⅰ:Development and verification[J].Ocean Engineering,1999,26(10):905-925.
|
[19] |
Svendsen I A,Yu K,Veeramony J.A Boussinesq breaking wave model with vorticity[A].Proceedings of the 25th International Conference on Coastal Engineering[C].New York:ASCE,1996.1 192-1 204.
|
[20] |
Mizuguchi M.Experimental study on kinematics and dynamics of wave breaking[A].Proceeding of the 20th International Conference on Coastal Engineering[C].Taipei:ASCE,1986.589-603.
|
[21] |
Okayasu A,Shibayama T,Nimura N.Velocity field under plunging waves[A].Proceeding of the 20th International Conference on Coastal Engineering[C].Taipei:ASCE,1986.660-674.
|
[22] |
Ting F C K,Kirby J T.Dynamics of surf-zone turbulence in a strong plunging breaker[J].Coastal Engineering,1995,24:177-204.
|
[23] |
Launder B E,Spalding D B.Computational Mathematics in Application Mechanics and Engineering[M].New York:Academic Press,1974.269.
|
[24] |
合田良実.砕波指標の整理[A].土木学会输文報告集[C].日本:JSCE,1970.180,39-49.
|