结合设计工作实践，对不同情况下开敞水域墩式码头顶面高程的确定提出看法。
Combining engineering design practice, this paper puts forth some ideas on the determination of top elevation of open sea dolphin-type terminals under various conditions.
广西防城港20万吨级码头为重力墩式结构，其下构为临时有底大圆筒。
The 200,000 tons berth in Fangchenggang port mainly adopts gravity pier structure.
采用线性绕射理论计算了开敞式墩柱码头墩间的波面高程，并编制了计算程序。
A computer program is developed for calculating the wave profile surrounding the cylinders in the open sea pillar quay with linear diffraction theory.
广西防城港20万吨级码头为重力墩式结构，其下构为临时有底大圆筒。
The 200,000 tons berth in Fangchenggang port mainly adopts gravity pier structure. Its substructure is a large temporary cyl inder with bottom plate.
广西防城港20万吨级码头为重力墩式结构，其下构为临时有底大圆筒。
The 200,000 tons berth in Fangchenggang port mainly adopts gravity pier structure. Its substructure is a large temporary cyl inder with bottom plate.
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