增水明显的码头面高程计算方法  

Determination methods of the elevation of obvious water setup wharf

作　　者：李冰绯[1] 邵铁政[1] LI Bing-fei SHAO Tie-zheng(CCCC Water Transportation Consultants Co., Ltd., Beijing 100007, China)

机构地区：[1]中交水运规划设计院有限公司,北京100007

出　　处：《水运工程》2016年第10期110-113,共4页Port & Waterway Engineering

摘　　要：码头面高程的确定,既要避免码头面上水以保障结构受力安全和码头作业的便捷,又要节省工程投资。对于风暴潮增水明显的码头面高程的确定,在规范中规定的计算方法比较模糊,依托具体项目结合国内外规范和模型试验,提出一个明确的计算方法。该方法综合分析了规范中码头前沿顶高程计算的原理及各项参数的确定和取值,为合理确定码头面的高程提出了针对增水较明显的情况下合理可行的计算方式。The elevation of wharf surface must be determined as to avoid water runup, to ensure the safety of structure and convenience of terminal operation, as well as to save the project investment.Regarding the vagueness of calculation method, specified in the code, which determines the elevation of wharf surface with remarkable water runup caused by storm surge, a specific calculation method is proposed, based on a concrete projects with domestic and foreign codes and model tests.This method comprehensively analyzes the principle of the calculation of wharf elevation and the determination and evaluation of various parameters.h comes up with a feasible calculation method in the case of obvious water setup, in order to determine the elevation of wharf appropriately.

关 键 词：风暴潮 增水 码头面高程 

分 类 号：U651.3[交通运输工程—港口、海岸及近海工程]