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抛石堤长周期波浪透浪作用及对码头系泊条件的影响
引用本文:谭忠华,陈汉宝,杨会利,王 眯.抛石堤长周期波浪透浪作用及对码头系泊条件的影响[J].水运工程,2019(7):59-65.
作者姓名:谭忠华  陈汉宝  杨会利  王 眯
作者单位:交通运输部天津水运工程科学研究院港口水工建筑技术国家工程实验室&工程泥沙交通行业重点实验室;河海大学港口海岸与近海工程学院
基金项目:交通运输部天津水运工程科学研究院中央级公益性科研院所基本科研业务费专项资金项目(TKS160219、TKS160206、TKS160205、TKS160402);天津市自然科学基金项目(17JCYBJC21900);天津市交通运输科技发展项目(28117043)
摘    要:长周期波浪作用于抛石堤时,部分波能透过石间孔隙,从而影响港内泊稳。结合印尼工程实例,采用波浪断面物理模型试验,对透射系数随周期、波高、波类型等因素的变化规律进行了研究。通过波浪整体系泊物理模型试验,对驳船码头和散货船码头的相应泊稳条件进行了研究。结合试验结果分析了透浪对码头系泊条件的影响。结果表明:抛石堤透射系数随波高的增大而减小,随周期的增大而增大;周期越长,船舶允许作业波高越小;长周期波浪的透浪作用对系泊影响程度大,设计时应纳入考虑。试验结果可为抛石堤后方码头设计提供参考。

关 键 词:长周期波  透射系数  抛石斜坡堤  系泊条件

Riprap dike long period wave penetration and its influence on mooring conditions of wharf
TAN Zhong-hu,CHEN Han-bao,YANG Hui-li and WANG Mi.Riprap dike long period wave penetration and its influence on mooring conditions of wharf[J].Port & Waterway Engineering,2019(7):59-65.
Authors:TAN Zhong-hu  CHEN Han-bao  YANG Hui-li and WANG Mi
Institution:Tianjin Research Institute of Water Transport Engineering,National Engineering Laboratory for Port Hydraulic Construction Technology & Key Laboratory of Engineering Sediment of Ministry of Communications,Tianjin 300456,China,Tianjin Research Institute of Water Transport Engineering,National Engineering Laboratory for Port Hydraulic Construction Technology & Key Laboratory of Engineering Sediment of Ministry of Communications,Tianjin 300456,China,Tianjin Research Institute of Water Transport Engineering,National Engineering Laboratory for Port Hydraulic Construction Technology & Key Laboratory of Engineering Sediment of Ministry of Communications,Tianjin 300456,China and Tianjin Research Institute of Water Transport Engineering,National Engineering Laboratory for Port Hydraulic Construction Technology & Key Laboratory of Engineering Sediment of Ministry of Communications,Tianjin 300456,China;College of Harbor,Coastal and Offshore Engineering,Hohai University,Nanjing 210098,China
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