围头港斜坡堤护脚棱体修复优化试验研究  

Experimental Study on Optimization of Toe Berm Repair for Weitou Sloping Breakwater

作　　者：吴中[1] 杨越[1] 马洪蛟[1] 

机构地区：[1]河海大学交通与海洋工程学院,江苏南京210098

出　　处：《河海大学学报（自然科学版）》2002年第3期99-102,共4页Journal of Hohai University(Natural Sciences)

摘　　要：晋江围头万吨级对台贸易码头的引堤护脚遭到了台风浪的破坏 .根据模型试验研究 ,发现不规则波比规则波对棱体的破坏严重 .在综合考虑影响棱体稳定的 3个主要因素的基础上 。The toe berm of the approach bank at the Weitou Harbor is damaged by typhoon surges. From model tests, it is found that the damage caused by irregular waves is more serious than that by regular waves. Based on comprehensive consideration of three main factors, an optimal alternative for toe berm repair, which satisfies the demand of stability, is put forward.

关 键 词：优化试验 护脚棱体 斜坡堤 稳定性 围头港 

分 类 号：U656.2[交通运输工程—港口、海岸及近海工程]