漳州港码头岸线规划潮流及泥沙问题研究  

STUDY OF CURRENT AND SILTATION PROBLEMS IN ZHANG ZHOU HARBOUR

作　　者：陈勇[1] 刘家驹[1] 

机构地区：[1]南京水利科学研究院

出　　处：《海洋工程》1996年第2期52-63,共12页The Ocean Engineering

摘　　要：本文在实测资料的基础上，全面分析了漳州港海域的波浪要素，潮流动力，泥沙运移特性和水深演变等，计算了漳州港码头工程前后潮流分布场，并在此基础上预报了漳州港起步工程的３．５万吨级码头泊位、港池、航道的泥沙冲淤幅度。结果表明，漳州港海域的水深维护主要与上游纳潮面积大小有关，海域潮差大，潮流强，水深大，波浪小，海域泥沙主要来源于上游的九龙江，年输沙量为２７７万ｔ，海域年平均含沙量也不大，港池航道水深可由水流动力来维持、泊位和淤积很小，这些情况表明，漳州港屿仔尾海区建港的自然条件是优越的。Based on filed data, the Authors analysed wave,current, sediment movement and water depth variation, etc., and calculated the current field without the project and with the projeet respectively and at the last, the Authors forecasted the siltation on the beach, basin and channel of a 35000t jetty. The results show: in the area, the tide difference is large, the current is very strong, the water depth is very large, the wave is small, the sand in the sea comes from the Jiu Long River, the sand transmission is about 2.77 milliont, the average sand concentration is not large, the water depth of beach and basin can be kept by current, and the siltation of beach is very small. So the construction of Zhang Zhou harbour has favourable prospects.

关 键 词：漳州港 潮流含沙量 泥沙冲淤 

分 类 号：U617[交通运输工程—船舶及航道工程]