Fang Kezhao

Professor   Supervisor of Doctorate Candidates   Supervisor of Master's Candidates

Gender:Male

Alma Mater:Dalian University of Technology

Degree:Doctoral Degree

School/Department:Dalian University of Technology

Discipline:Port, Coastal and Offshore Engineering

Business Address:Room B304, Ocean Engineering Research Institute

E-Mail:kfang@dlut.edu.cn


Paper Publications

A multi-layer Boussinesq-type model with second-order spatial derivatives: Theoretical analysis and numerical implementation

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Indexed by:Journal Papers

Date of Publication:2019-11-01

Journal:OCEAN ENGINEERING

Included Journals:EI、SCIE

Volume:191

ISSN No.:0029-8018

Key Words:Multi-layer Boussinesq-type models; Dispersion; Shoaling gradient; Nonlinear property; Numerical models

Abstract:The accuracy of the linear and nonlinear properties embodied in multi-layer Boussinesq-type models with the highest spatial derivative n being 2, as proposed by Liu et al. (2018), is theoretically and numerically investigated in this paper. Theoretical analysis shows that the four-layer model has the highest accuracy and is applicable up to kh = 179.3 (where k is the wavenumber, and h is a typical water depth) in phase celerity at a 1% tolerance error, kh = 69.7 in the linear velocity components and kh = 141.8 in linear shoaling amplitude. At the same tolerance error, the super- and sub-harmonic transfer functions are accurate up to kh = 138.5 and 80, respectively, and the third-order harmonics and amplitude dispersion are accurate up to kh = 127.2. A high accuracy of the linear velocity profiles is also achieved and is approximately kh = 4.5, 14.9 and 69.7 for the two-layer, three-layer and four-layer models, respectively. Vertical two dimensional (2D) numerical models are established with a composite fourth-order Adams-Bashforth-Moulton scheme in time integration. Numerical simulations, including linear shoaling of regular waves over a mild slope, nonlinear regular wave evolution over a submerged breakwater and focusing wave group evolution over a constant water depth, are carried out. The computed results are in reasonable agreement with the experimental data. Furthermore, the CPU times for the two-layer model with n = 2 and the two-layer model with n = 3 are compared, and the numerical efficiency of the two-layer model with n = 2 increases by approximately 1/3.

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Next One:Numerical simulation of solitary wave transformation over fringing reef profiles using a multi-layer non-hydrostatic model

Profile

Dr. Kezhao Fang is an associated professor (Phd Supervisor) with the State Key Laboratory of Coastal and Offshore Engineering in Dalian University of Technology. His research interests include (but not limitted to) developing numerical models for ocean and coastal waves, coastal (reef) hydrodynamics, coastal morphology. He is a member of IAHR and an invited reviewer for Journal of Fluid Mechanics, Coastal Engineering, Ocean Engineering, Applied Ocean Research, and etc.  He has got a total of more than 80 papers published, the details of the papers also could be found via researchgate:

https://www.researchgate.net/profile/Kezhao_Fang2