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机构地区:[1]Tianjin University,School of Civil Engineering [2]Tianjin Institute of Urban Construction [3]State Key Laboratory of Hydraulics and Mountain River Engineering [4]Key Laboratory of Engineering Sediment of Ministry of Transport,TIWTE,The Ministry of Transport
出 处:《China Ocean Engineering》2008年第4期585-594,共10页中国海洋工程(英文版)
基 金:supported by the National Natural Science Foundation of China(Grant No.50779045)
摘 要:Quarter circular breakwater (QCB) is a new-type breakwater developed from senti-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 finn 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.Quarter circular breakwater (QCB) is a new-type breakwater developed from senti-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 finn 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.
关 键 词:quarter circular breakwater Reynolds averaged Navier-Stokes equations semi-circular breakwater wave forces wave reflection numerical wave flume
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