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Numerical Simulation on Hydraulic Performances of Quarter Circular Breakwater

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【作者】 蒋学炼谷汉斌李炎保

【Author】 JIANG Xue-lian a,b,c,1,GU Han-bin d and LI Yan-bao a,c a Tianjin University,School of Civil Engineering,Tianjin 300072,China b Tianjin Institute of Urban Construction,Tianjin 300384,China c State Key Laboratory of Hydraulics and Mountain River Engineering,Chengdu 610065,China d Key Laboratory of Engineering Sediment of Ministry of Transport,TIWTE,The Ministry of Transport,Tianjin 300456,China

【机构】 Tianjin University,School of Civil EngineeringTianjin Institute of Urban ConstructionState Key Laboratory of Hydraulics and Mountain River EngineeringKey Laboratory of Engineering Sediment of Ministry of Transport,TIWTE,The Ministry of Transport

【摘要】 Quarter circular breakwater(QCB)is a new-type breakwater developed from semi-circular breakwater(SCB).The superstructure of QCB is composed of a quarter circular front wall,a horizontal base slab and a vertical rear wall.The width of QCB’s base slab is about half that of SCB,which makes QCB suitable to be used on relatively firm soil foundation.The numerical wave flume based on the Reynolds averaged Navier-Stokes equations for impressible viscosity fluid is adopted in this paper to simulate the hydraulic performances of QCB.Since the geometry of both breakwaters is similar and SCB has been studied in depth,the hydraulic performances of QCB are given in comparison with those of SCB.

【Abstract】 Quarter circular breakwater(QCB)is a new-type breakwater developed from semi-circular breakwater(SCB).The superstructure of QCB is composed of a quarter circular front wall,a horizontal base slab and a vertical rear wall.The width of QCB’s base slab is about half that of SCB,which makes QCB suitable to be used on relatively firm soil foundation.The numerical wave flume based on the Reynolds averaged Navier-Stokes equations for impressible viscosity fluid is adopted in this paper to simulate the hydraulic performances of QCB.Since the geometry of both breakwaters is similar and SCB has been studied in depth,the hydraulic performances of QCB are given in comparison with those of SCB.

【基金】 supported by the National Natural Science Foundation of China(Grant No.50779045)
  • 【文献出处】 China Ocean Engineering ,中国海洋工程(英文版) , 编辑部邮箱 ,2008年04期
  • 【分类号】O353
  • 【被引频次】16
  • 【下载频次】128
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