| 波浪作用下扭王字块体稳定性研究 |
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| 引用本文： | 钟雄华,林登荣,陈国平,严士常,吴月勇.波浪作用下扭王字块体稳定性研究[J].水运工程,2016(8):55-60. |
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| 作者姓名： | 钟雄华 林登荣 陈国平 严士常 吴月勇 |
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| 作者单位： | 河海大学 港口海岸及近海工程学院,江苏 南京 210098,温州瓯飞围垦管理委员会，浙江 温州 325000,河海大学 港口海岸及近海工程学院,江苏 南京 210098,河海大学 港口海岸及近海工程学院,江苏 南京 210098,河海大学 港口海岸及近海工程学院,江苏 南京 210098 |
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| 摘 要： | 通过物理模型试验，研究在不规则波作用下斜坡式护岸护面采用扭王字块体时，摆放方式、摆放密度和坡度对扭王字块体稳定性的影响,给出不同摆放形式的护面层空隙率P以及不同摆放形式、摆放密度和坡度所对应的稳定系数KD的取值范围，并对越浪量进行对比分析，为工程设计提供参考。
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| 关 键 词： | 扭王字块体 摆放方式 摆放密度 坡度 越浪量 |
Stability of accropode under wave actions |
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| ZHONG Xiong-hu,LIN Deng-rong,CHEN Guo-ping,YAN Shi-chang and WU Yue-yong.Stability of accropode under wave actions[J].Port & Waterway Engineering,2016(8):55-60. |
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| Authors: | ZHONG Xiong-hu LIN Deng-rong CHEN Guo-ping YAN Shi-chang and WU Yue-yong |
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| Institution: | College of Coastal,Harbor and Offshore Engineering,Hohai University,Nanjing 210098,China,Wenzhou Oufei Reclamation Management Committee,Wenzhou 325000,China,College of Coastal,Harbor and Offshore Engineering,Hohai University,Nanjing 210098,China,College of Coastal,Harbor and Offshore Engineering,Hohai University,Nanjing 210098,China and College of Coastal,Harbor and Offshore Engineering,Hohai University,Nanjing 210098,China |
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| Abstract: | By physical model experiment which is performed under irregular wave and adopts accropode blocks on a sloped revetment,we study factors which affect the stability of accropode blocks including mode of placing,placing density,as well as the slope gradient,and obtain the void ratio of the revetment P under different modes of placing.We also give the value range of stability parameter KD under different placing modes of accropode blocks,density of accropode blocks and slope gradient.In addition,overtopping data is also analyzed,which may serve as reference for future design. |
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| Keywords: | accropode mode of placing density of placing slope gradient wave overtopping |
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