摘要
在假定来波波峰线与防波堤平行的基础上，研究了防波堤后任意形状岸线的演化，并采用有限差分法建立了岸线冲淤的数值模型．该模型的数值解与MugnusLarson等在1997年的解析解比较，结果非常一致．
Under the assumption, that the angle between the wave crest and thebreakwater is zero, the shoreline change behind the detached brakwater are studied. Theresults given by a finite difference method are very similar to the analytical ones byMagnus Larson.
出处
《宁波大学学报（理工版）》
CAS
1999年第2期64-69,共6页
Journal of Ningbo University：Natural Science and Engineering Edition
