WATER_WAVE

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  • 期刊=China Ocean Engineeringx
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Scattering of Water Waves by Dual Symmetric Inclined Floating Porous Barriers Using the DBEM
《China Ocean Engineering》2024年第1期156-168,共13页WANG Li-xian DENG Yan-wen YE Yang-sha DENG Zheng-zhi 
financially supported by the National Natural Science Foundation of China(Grant Nos.51809209 and 11702244);the Open Fund of Key Laboratory of Water-Sediment Sciences and Water Disaster Prevention of Hunan Province(Grant No.2021SS04).
The scattering of normally incident water waves by two surface-piercing inclined perforated barriers in water with a uniform finite depth is investigated within the framework of linear water wave theory.Considering th...
关键词:dual boundary element method inclined perforated floating breakwater reflection coefficient transmission coefficient damping layer 
Numerical Simulation of Water Entry of Wedges in Waves Using A CIPBased Model
《China Ocean Engineering》2021年第1期48-60,共13页HU Zi-jun ZHAO Xi-zeng LI Meng-yu ZHAO Xin YAO Wen-wei SHAO Jie 
supported by Foundation of Zhejiang Institute of Hydraulic and Estuary(Grant No.Haian A18003);the Science and Technology Plan Projects of Zhejiang water(Grant No.RB1803);Zhejiang Provincial Natural Science Foundation(Grant Nos.LQ19E090004 and LQ16E090004);the Science and Technology Plan Projects of Zhejiang Province(Grant No.2018F10026)and Tang Scholar.
In this study,the water entry of wedges in regular waves is numerically investigated by a two-dimensional in-house numerical code.The numerical model based on the viscous Navier−Stokes(N−S)equations employs a high-ord...
关键词:Water entry water wave WEDGE internal wave maker CIP method VOF method 
New Wave Solutions of Time-Fractional Coupled Boussinesq–Whitham–Broer–Kaup Equation as A Model of Water Waves被引量:1
《China Ocean Engineering》2019年第4期477-483,共7页Emrah ATILGAN Mehmet SENOL Ali KURT Orkun TASBOZAN 
The main purpose of this paper is to obtain the wave solutions of conformable time fractional Boussinesq–Whitham–Broer–Kaup equation arising as a model of shallow water waves. For this aim, the authors employed aux...
关键词:time FRACTIONAL COUPLED Boussinesq–Whitham–Broer–Kaup EQUATION conformable FRACTIONAL derivative AUXILIARY EQUATION method 
Scattering of Oblique Water Waves by Two Unequal Surface-Piercing Vertical Thin Plates with Stepped Bottom Topography被引量:1
《China Ocean Engineering》2018年第5期524-535,共12页WANG Li-xian DENG Zheng-zhi WANG Chen WANG Peng 
financially supported by the National Natural Science Foundation of China(Grant No.11702244);the Project of the Cooperation of Zhoushan City and Zhejiang University(Grant No.2017C82223);the Open Foundation of Key Laboratory of Port,Waterway and Sedimentation Engineering of the Ministry of Transport(Grant No.Yn216006);the Fundamental Research Funds for the Central Universities(WUT:2017IVA009)
Based on linear water-wave theory, this study investigated the scattering of oblique incident water waves by two unequal surface-piercing thin vertical rigid plates with stepped bottom topography. By using the matched...
关键词:stepped bottom topography two unequal thin vertical rigid plates oblique water waves reflection coefficient wave force 
A Numerical Model for Edge Waves on A Compound Slope被引量:1
《China Ocean Engineering》2017年第2期167-172,共6页LU Yang FENG Wei-bing ZHANG Yu FENG Xi 
financially supported by the National Natural Science Foundation of China(Grant No.51279055);the Fundamental Research Funds for the Central Universities(Grant No.2015B35114);the Open Fund of Jiangsu Key Laboratory of Coast Ocean Resources Development and Environment Security of Hohai University(Grant No.201506)
An edge wave is a kind of surface gravity wave basically travelling along a shoaling beach. Based on the periodic assumption in the longshore direction, a second order ordinary differential equation is obtained for nu...
关键词:edge wave compound slope full water wave equation geornetrical approach numerical integration 
Fully Nonlinear Boussinesq-Type Equations with Optimized Parameters for Water Wave Propagation
《China Ocean Engineering》2015年第4期503-518,共16页荆海晓 刘长根 龙文 陶建华 
financially supported by the National Science and Technology Support Program of China(Grant No.2010BAC68B04)
For simulating water wave propagation in coastal areas, various Boussinesq-type equations with improved properties in intermediate or deep water have been presented in the past several decades. How to choose proper Bo...
关键词:Boussinesq-type equations linear dispersion shoaling gradient NONLINEARITY 
Comparative Study of Different SPH Schemes on Simulating Violent Water Wave Impact Flows被引量:1
《China Ocean Engineering》2014年第6期791-806,共16页郑兴 马庆位 段文洋 
supported by the National Natural Science Foundations of China(Grant Nos.51009034 and 51279041);Fundamental Research Funds for the Central Universities(Grant Nos.HEUCDZ1202 and HEUCF120113);Pre-Research Foundation of General Armament Department of China(Grant No.9140A14020712CB01158)
Free surface flows are of significant interest in Computational Fluid Dynamics(CFD). However, violent water wave impact simulation especially when free surface breaks or impacts on solid wall can be a big challenge ...
关键词:smoothed particle hydrodynamics(SPH) ISPH water wave impact 
Hydrodynamic Performance of Vertical Porous Structures Under Regular Waves被引量:2
《China Ocean Engineering》2013年第4期451-468,共18页A.S.Koraim O.S.Rageh 
The hydrodynamic efficiency of the vertical porous structures is investigated under regular waves by use of physical models. The hydrodynamic efficiency of the breakwater is presented in terms of the wave transmission...
关键词:water waves porous breakwaters wave attenuation wave transmission wave reflection wave dissipation 
Disintegration of Linear Edge Waves被引量:1
《China Ocean Engineering》2013年第4期557-562,共6页王岗 Viet Thanh Nguyena 郑金海 董国海 马小舟 马玉祥 
financially supported by the National Natural Science Foundation of China (Grant No. 51209081);China Postdoctoral Science Foundation (Grant No. 2012M511191);the Qinglan Project and 333 Project of Jiangsu Province (Grant No. BRA2012130);the National Key Basic Research Development Program of China (973 Program, Grant No. 2010CB429002);the 111 Project (Grant No. B12032);the Basic Research Funds for the Central Universities (Hohai University 2012B06514)
It is demonstrated that offshore wavenumbers of edge waves change from imaginary wavenumbers in deep water to real wavenumbers in shallow water. This finding indicates that edge waves in the offshore direction exist a...
关键词:edge waves evanescent waves propagating waves water waves 
Wave Run-up on A Coaxial Perforated Circular Cylinder被引量:2
《China Ocean Engineering》2011年第2期201-214,共14页朱大同 
This paper describes a plane regular wave interaction with a combined cylinder which consists of a solid inner column and a coaxial perforated outer cylinder. The outer perforated surface is a thin porous cylinder wit...
关键词:plane water wave coaxial perforated cylinder wave run-up flow resistance 
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