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...
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...
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...
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...
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...
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...
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 ...
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...
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...
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...