|
位置：首页 >> 期刊文章
|
|
摘要：
|
|
应用平衡岸弧方程组对杭州湾北岸“盐田 -金山”、“金山 -陈山”、“陈山 -秦山”三岸段进行了计算 ,求得理论岸线位置 ,并与实际岸线对比 ,分析实际岸线的变化趋势 ;最后讲述了在工程建设中的应用意义
|
|
Equilibrium set equations for shore curves were used to calculate the three sections of shores from Yantian to Jinshan, Jinshan to Chenshan, and Chenshan to Qinshan along the northern coast of the Hangzhou Bay to get the theoretical locations of the shore lines, which were then copmared with the actual shore lines.With the calculations and comparisons the trend of variation of the actual shore lines were analyzed. Finally ,the engineering significance of the analysis is given.
|
|
基金项目：
|
|
|
|
作者简介：
|
|
|
|
参考文献：
|
|
[1] 邱建立.港湾淤泥质海岸的岸线变化数值模拟和平衡岸弧分析[J].海洋与湖沼,1991,(6)
[2] 邱建立等.海岸动力地貌[M].杭州大学出版社,1986
|
|
服务与反馈：
|
|
【文章下载】【加入收藏】
|
|
|
|
|