BEACH

作品数：425被引量：272H指数：8
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Experimental Study on Scouring and Silting Deformation of Artificial Beach Under Storm Surge−Wave Coupling
《China Ocean Engineering》2022年第1期65-75,共11页SUN Tian-ting HU Po PAN Jun-ning HOU Yi-jun MO Dong-xue WANG Deng-ting 
financially supported by the NSFC-Shandong Joint Fund (Grant No. U1706216);the Major Project of Nanjing Hydraulic Research Institute Funds (Grand Nos. Y220002, Y220013 and Y221017);the Water Conservancy Science and Technology Project of Jiangsu Province(Grant No. 2019009);the Water Conservancy Planning Project of Jiangsu Province (Grant No. GHB-HT-202100)
With the increasing construction of artificial beach in coastal areas, it is of practical significance to study the beach surface deformation of artificial beach profile. Previous studies only focus on a single wave d...
关键词：artificial beach scouring and silting deformation profile shape physical model tests storm surge-wave coupling 
Numerical Simulation of Solitary Wave Forces on A Vertical Cylinder on A Slope Beach
《China Ocean Engineering》2021年第3期317-331,共15页KUAI Yan-rong ZHOU Ji-fu DUAN Jin-long WANG Xu 
financially supported by the National Key R&D Program of China(Grant No.2017YFC1404202);the National Natural Science Foundation of China(Grant No.11572332);the Strategic Priority Research Program of the Chinese Academy of Sciences(Grant Nos.XDB22040203 and XDA22000000)。
Wave forces acting on a vertical cylinder at different locations on a slope beach in the near-shore region are investigated considering solitary waves as incoming waves.Based on the Reynolds-averaged Navier-Stokes equ...
关键词：wave force cylinder location Reynolds-averaged Navier–Stokes equations solitary wave numerical simulation 
Investigation and Discussion on the Beach Morphodynamic Response Under Storm Events Based on A Three-Dimensional Numerical Model
《China Ocean Engineering》2021年第1期12-25,共14页XIE Ming-xiao LI Shan ZHANG Chi YANG Zhi-wen HOU Zhi-qiang ZHANG Huaqing 
financially supported by the National Natural Science Foundation of China(Grant Nos.51779112 and 51879096);Research Innovation Fund of Tianjin Research Institute for Water Transport Engineering(Grant Nos.TKS20200401 and TKS180405).
A well-established 3D phase-averaged beach morphodynamic model was applied to investigate the morphodynamics of a typical artificial beach,and a series of discussions were made on the surfzone hydro-sedimentological p...
关键词：beach evolution phase-averaged model wave-induced current storm surge MORPHODYNAMICS 
Typical Equilibrium Beach Profile Models and Their Significances from Different Segments of A Headland-Bay Beach被引量：1
《China Ocean Engineering》2016年第4期637-650,共14页于吉涛 丁圆婷 程璜鑫 李志强 陈子燊 
financially supported by the National Natural Science Foundation of China(Grant No.41301005);Postdoctoral Science Foundation of China(Grant No.2014M552118)
This study introduces three typical models on equilibrium beach profile, and discusses the application limitations of these models. Then this study examines the selections for applying these models on different coasta...
关键词：equilibrium beach profile Bruun/Dean＇s model Bodge＇s model Lee＇s model parameter significances headland-bay beach 
Longshore Currents over Barred Beach with Mild Slope
《China Ocean Engineering》2016年第2期193-204,共12页王彦 邹志利 
financially supported by the National Natural Science Foundation of China(Grant Nos.50479053 and 11272078);the Funds for Creative Research Groups of China(Grant No.51221961)
The laboratory experiment and numerical simulations of wave-driven longshore currents by random waves on barred beaches with slopes of 1：100 and 1：40 were conducted to investigate the bimodal feature of mean longsho...
关键词：barred beach bimodal feature second peak MODELING 
Application of Boundary Collocation Method to Two-Dimensional Wave Propagation被引量：1
《China Ocean Engineering》2015年第4期579-587,共9页曹雪玲 游亚戈 盛松伟 彭雯 叶寅 
financially supported by the Special Fund for Marine Renewable Energy Projects(Grant Nos.GHME2010GC01 and GHME2013ZB01);the National Natural Science Foundation of China(Grant Nos.51109201 and 41106031)
Boundary Collocation Method （BCM） based on Eigenfunction Expansion Method （EEM）, a new numerical method for solving two-dimensional wave problems, is developed. To verify the method, wave problems on a series of b...
关键词：boundary collocation method eigenfunction expansion method wave propagation BEACH 
Shoreline Change Modeling on Emergency Beach Nourishment Project on West Beach of Beidaihe,China被引量：6
《China Ocean Engineering》2010年第2期277-289,共13页匡翠萍 潘毅 张宇 刘曙光 杨燕雄 张甲波 
supported by two funds from the Department of Land and Resources of Hebei Province,China(Grant Nos.HEBEIGT2006ZT and HEBEIGT2008-2903);two grants from the Ministry of Science and Technology,China(Grant Nos.2008BAJ08B14 and 2007FY110300-03)
By use of a shorehne-change numerical model （GENESIS） based on one-line theory, a preliminary modeling study on shoreline changes caused by a beach nourishment project in Beidaihe, China, is presented in this paper....
关键词：GENESIS model shoreline change beach nourishment west beach in Beidaihe 
An Engineering Application Tool for Visual Assessment of the Equilibrium Beach被引量：1
《China Ocean Engineering》2007年第4期701-713,共13页T.L.LEE D.S.JENG B.R.CHEN 
An engineering application tool for prediction of the static equilibrium bay （ Beach Mod） is established to describe two bay shape formulas by use of the programming software ＂MATLAB＂ with a graphic user interface...
关键词：PREDICTION static equilibrium bay MATLAB graphic user interface 
Experimental and Numerical Study of Wave-Induced Long-Shore Currents on A Mild Slope Beach被引量：14
《China Ocean Engineering》2005年第3期469-484,共16页孙涛 陶建华 
ThisworkissupportedbytheKeyProgramofNationalNaturalScienceFoundationofChina(NSFC)(GrandNo59839330)andNationalNaturalScienceFoundationofChina(GrandNo.19772031)
The long-shore current distribution on a mild slope beach is studied by combining the numerical model and the physical experiment. The experiments of long-shore currents under the action of regular and irregular waves...
关键词：wave-induced long-shore current experimental study mathematical model regular and irregular waves 
A Numerical Wave Tank for Nonlinear Waves with Passive Absorption
《China Ocean Engineering》2001年第2期253-268,共16页周宗仁 尹彰 石瑞祥 
The authors wish to express their gratitude for the financial aid of the National Science Council, China.Project Nos. NSC-89-2611-E-019-027(CRC)and NSC-89-2611-E-019-058(JZY).
A numerical wave tank with passive absorption for irregular waves is considered in this paper. Waves with spectral shapes corresponding to that of the Mitsuyasu- Bretschneider type are used as the initial condition at...
关键词：numerical wave tank absorbing beach irregular waves 
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