唐山港曹妃甸港区二港池东岸线南端码头面高程研究  

Research on Wharf Surface Elevation of Southernmost Quay along East Shoreline of No.2 Harbor Basin of Tangshan Port Caofeidian Harbor

作　　者：魏美芳[1] 邳青岭[1] 

机构地区：[1]中交第一航务工程勘察设计院有限公司,天津300222

出　　处：《港工技术》2016年第2期40-42,87,共4页Port Engineering Technology

摘　　要：本工程码头位于曹妃甸港二港池东岸线近防波堤口门处,对于偏西向入射波浪,防波堤对码头前沿波浪几乎没有起到折减的作用。为此拟通过波浪整体物理模型试验研究,对码头前沿波高分布及码头上水情况进行分析,为合理确定码头面高程、验证码头泊稳条件以及码头结构型式的选取提供科学依据。The southernmost quay along east shoreline of No.2 harbor basin of Caofeidian harbor is close to the breakwater entrance. As for the breakwater, it is no way to damp the incident wave by west in front of the wharf structure. In the case, a wave physical model test is carried out to analyze the wave height distribution and the overtopping situation of the wharf apron. The analysis results serve as a scientific basis for determining of elevation of wharf surface, verifying the mooring stability conditions and selecting suitable wharf structure.

关 键 词：曹妃甸 码头面高程 码头上水 

分 类 号：U651.4[交通运输工程—港口、海岸及近海工程]