中外港口规范对比研究Ⅱ:海堤越浪量标准
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摘要
海堤是港口海岸工程中经常采用的建筑物,而越浪量标准是影响其设计和使用的重要因素之一。文章对中英美日以及荷兰等国港口相关规范中涉及海堤允许越浪量、斜坡堤越浪量计算方法进行了概述,具体分析了允许越浪限值差异以及各越浪量计算公式的适用性,在此基础上收集了国内外相关工程实例进行验证比较,在不同工况下,对不同方法的计算结果进行对比分析,可为海内外港口相关设计工作提供参考。
Seawall is a frequently used building in port and coastal engineering, and wave overtopping standard is one of the important factors that affect its design and use. An overview of the permissible overtopping discharge limit and calculation methods of sloping dike in the relevant port standards of China, Japan, Britain and the United States were given in this paper. Based on the analysis of the difference among these, the relevant engineering cases at home and abroad were collected for verification and comparison, which can provide reference for the design work.
Seawall is a frequently used building in port and coastal engineering, and wave overtopping standard is one of the important factors that affect its design and use. An overview of the permissible overtopping discharge limit and calculation methods of sloping dike in the relevant port standards of China, Japan, Britain and the United States were given in this paper. Based on the analysis of the difference among these, the relevant engineering cases at home and abroad were collected for verification and comparison, which can provide reference for the design work.
引文
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[3]邱喜,窦亚军.国内外标准在斜坡堤波浪越浪量计算中的对比[J].中国水运:下半月,2016,16(2):155-156,159.QUI X,DOU Y J.Comparison of Domestic and Foreign Standards in Wave Overtopping Calculation of Slope Breakwaters[J].China Water Transport,2016,16(2):155-156,159.
[4]杨克勤,路卫卫.国内外斜坡式海堤平均越浪量计算方法的对比分析[J].水运工程,2014(6):17-20.YANG K Q,LU W W.Comparative analysis of calculation methods for mean overtopping on sloping dike[J].Port Waterway Engineering,2014(6):17-20.
[5]JTS 154-2018,防波堤与护岸设计规范[S].
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[14]2016,EurOtop II,Manual on wave overtopping of sea defenses and related structures[S].
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[16]交通运输部天津水运工程科学研究所.唐山港曹妃甸港区液体化工码头续建工程护岸结构物理模型断面试验报告[R].天津:交通运输部天津水运工程科学研究所,2018.
[17]交通运输部天津水运工程科学研究所.深圳至中山跨江通道项目东、西人工岛波浪断面物理模型试验报告[R].天津:交通运输部天津水运工程科学研究所,2016.
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[19]交通运输部天津水运工程科学研究所.天津港大港港区(南港)泰奥石化仓储物流项目防潮堤工程波浪断面物理模型试验研究报告[R].天津:交通运输部天津水运工程科学研究所,2014.
[2]刘堃,王毅,杨婷.斜坡式护岸越浪量的对比分析[J].港工技术,2017,54(2):37-40.LIU K,WANG Y,YANG T.Comparative Analysis of Wave Overtopping Values of Sloping Revetment[J].Port Engineering Technology,2017,54(2):37-40.
[3]邱喜,窦亚军.国内外标准在斜坡堤波浪越浪量计算中的对比[J].中国水运:下半月,2016,16(2):155-156,159.QUI X,DOU Y J.Comparison of Domestic and Foreign Standards in Wave Overtopping Calculation of Slope Breakwaters[J].China Water Transport,2016,16(2):155-156,159.
[4]杨克勤,路卫卫.国内外斜坡式海堤平均越浪量计算方法的对比分析[J].水运工程,2014(6):17-20.YANG K Q,LU W W.Comparative analysis of calculation methods for mean overtopping on sloping dike[J].Port Waterway Engineering,2014(6):17-20.
[5]JTS 154-2018,防波堤与护岸设计规范[S].
[6]Manual P W D.Part 4-Guide to Design of Seawalls and Breakwaters[M].Civil Engineering Office,Civil Engineering Department,The Government of the Hong Kong Special Administrative Region,2002.
[7]DB 441 T182-2004,广东省海堤工程设计导则(试行)[S].
[8]Overseas coastal area development institute of Japan,Ports and harbours bureau,Ministry of land,infrastructure,transport and tourism,National institute for land and infrastructure management,et al.Technical standards and commentaries for port and harbour facilities in Japan[M].Overseas Coastal Area Development Institute of Japan,2009.
[9]US Army Corps of Engineers.Coastal Engineering Manual(CEM)[M].Washington D.C:U.S.Army Corps of Engineers,2012.
[10]BS 6349-1-2016,Maritime structures-Part 1:code of practice for general criteria[S].
[11]Construction Industry Research,Information Association,Civieltechnisch Centrum Uitvoering Research en Regelgeving (Netherlands),et al.The rock manual:the use of rock in hydraulic engineering[M].Ciria,2007.
[12]Pilarczyk K.Dikes and revetments:design,maintenance and safety assessment[M].Routledge,2017.
[13]JTS145-2015,港口与航道水文规范[S].
[14]2016,EurOtop II,Manual on wave overtopping of sea defenses and related structures[S].
[15]交通运输部天津水运工程科学研究所.科伦坡海港城防波堤及护岸波浪断面物理模型试验报告[R].天津:交通运输部天津水运工程科学研究所,2013.
[16]交通运输部天津水运工程科学研究所.唐山港曹妃甸港区液体化工码头续建工程护岸结构物理模型断面试验报告[R].天津:交通运输部天津水运工程科学研究所,2018.
[17]交通运输部天津水运工程科学研究所.深圳至中山跨江通道项目东、西人工岛波浪断面物理模型试验报告[R].天津:交通运输部天津水运工程科学研究所,2016.
[18]交通运输部天津水运工程科学研究所.蓬莱人工岛断面物理试验研究报告[R].天津:交通运输部天津水运工程科学研究所,2014.
[19]交通运输部天津水运工程科学研究所.天津港大港港区(南港)泰奥石化仓储物流项目防潮堤工程波浪断面物理模型试验研究报告[R].天津:交通运输部天津水运工程科学研究所,2014.
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