摘要
该文建立了适宜于相对水深和复杂地形的非线性波传播的三维数学模型 ,模型包括任意水深点流场与波动净压力场的求解。在均匀水深条件下就不同波高、水深及波长的组合对推进波的波面、流速场和波动净压力场进行了全面数值模拟。将计算结果与解析解或物模实验结果进行对比 ,表明模型能较好地模拟各种组合下波浪传播的波动特征以及复杂地形上非线性波的传播。
The three-dimensional models of non-linear wave propagation are presented. The models, which also provide the calculation of 3-D wave particle velocity and wave pressure, are suitable to the complicated topography, whose relative depth ( D/L , ratio of water depth to wavelength ) is equal to or smaller than 1. For the case of combinations of different incident wave heights, wave lengths and water depths, the present models can give good results by comparing with the linear wave theoretical solutions and the non-linear ones. The computation results of the present models are compared with those of the typical hydraulic model of experiment of wave propagation on a submerged shoal with concentric circular contours. The conclusion shows that the results from the present models are consistent with those from the physical model, the numerical simulation models in this paper can effectively simulate the non-linear wave propagation in the complicated coastal area.
出处
《华东师范大学学报(自然科学版)》
CAS
CSCD
北大核心
2002年第3期88-94,共7页
Journal of East China Normal University(Natural Science)