Deping Cao
Current Organizations / Institutes
The organizations/institutes from the scholar's latest article
Previous Organizations / Institutes
The organizations / institutes from the scholar's other articles in the past ten years
Research Subjects
Deping Cao has a total of 75 co-authors. Here are the top co-authors by number of shared publications:
- Hao Chen
Faculty of Science, Agriculture and Engineering, Newcastle University, Newcastle upon Tyne NE1 7RU, UK
11 shared publications - Hanqi Zeng
Department of Hydraulic Engineering, Tongji University, 1239 Siping Road, Shanghai 200092, China
7 shared publications - Tianze Lu
Department of Hydraulic Engineering, Tongji University 2 , 1239 Siping Road, Shanghai 200092
7 shared publications - Jing Yuan
Department of Hydraulic Engineering, Tsinghua University, Beijing 100084, China
5 shared publications Junwei Ye
5 shared publications- Zaibin Lin
School of Engineering, University of Aberdeen, Aberdeen AB24 3UE, UK
3 shared publications
Latest Publications
- 3 November 2026
- Published by Elsevier in Ocean Engineering
- Vol. 370
Hydrodynamic analysis and optimization of an actively oscillating submerged horizontal plate breakwater
- 3 November 2026
- Published by Elsevier in Ocean Engineering
- Vol. 370
Hydrodynamic analysis and optimization of an actively oscillating submerged horizontal plate breakwater
- 2 November 2026
- Published by Elsevier in Ocean Engineering
- Vol. 370
Numerical investigation of the hydrodynamics of four configurations of chambered porous breakwaters with a backwall
- 2 November 2026
- Published by Elsevier in Ocean Engineering
- Vol. 370
Numerical investigation of the hydrodynamics of four configurations of chambered porous breakwaters with a backwall
- 10 August 2026
- Published by Elsevier in Ocean Engineering
- Vol. 365
Dual effects of a freely floating body on sloshing: Suppression, amplification, and coupled response under harmonic excitation
- 10 August 2026
- Published by Elsevier in Ocean Engineering
- Vol. 365
Dual effects of a freely floating body on sloshing: Suppression, amplification, and coupled response under harmonic excitation
- 17 July 2026
- Published by Elsevier in Ocean Engineering
- Vol. 364
Hydrodynamic assessment of baffle-controlled sloshing in horizontal circular tanks: A CFD study
- 17 July 2026
- Published by Elsevier in Ocean Engineering
- Vol. 364
Hydrodynamic assessment of baffle-controlled sloshing in horizontal circular tanks: A CFD study
- Open Access
- 1 July 2026
- Published by AIP Publishing in Physics of Fluids
- Vol. 38 (7)
Large-eddy simulation of wave overtopping flow kinematics and turbulence characteristics
Wave overtopping over coastal structures involves highly transient shallow flows characterized by strong free-surface deformation and intense turbulence generation. Although considerable research has focused on overtopping discharge and volume, the detailed kinematics and turbulence characteristics of overtopping flows remain insufficiently understood. In the present study, a two-phase wall-modeled large-eddy simulation approach implemented in OpenFOAM is applied to investigate wave overtopping flow over a seawall under regular wave conditions. The numerical model is rigorously validated against laboratory measurements, including overtopping layer thickness and high-speed particle image velocimetry velocity fields, demonstrating good agreement in terms of free-surface evolution and overtopping flow kinematics. The results reveal that the overtopping flow is strongly phase-dependent and dominated by the streamwise velocity component, with pronounced turbulent fluctuations concentrated near the free surface and the bed. The overtopping flow remains supercritical (Fr>1.5) near the leading edge of the seawall crest, while the Froude number gradually decreases downstream due to bed friction and turbulent energy dissipation. The bed shear stress is highly transient, with instantaneous peak values exceeding the time-averaged values by a factor of 3–7. The subgrid-scale turbulent kinetic energy (TKE) accounts for only 6.05% of the total TKE within the resolved flow domain, confirming that the dominant turbulent structures are well captured by the present mesh resolution. The TKE budget further reveals that production and turbulent transport are the dominant terms during the active overtopping phase, with peak production concentrated near the leading edge and within the bottom boundary layer.
- 1 July 2026
- Published by AIP Publishing in Physics of Fluids
- Vol. 38 (7)
Open AccessLarge-eddy simulation of wave overtopping flow kinematics and turbulence characteristics
Wave overtopping over coastal structures involves highly transient shallow flows characterized by strong free-surface deformation and intense turbulence generation. Although considerable research has focused on overtopping discharge and volume, the detailed kinematics and turbulence characteristics of overtopping flows remain insufficiently understood. In the present study, a two-phase wall-modeled large-eddy simulation approach implemented in OpenFOAM is applied to investigate wave overtopping flow over a seawall under regular wave conditions. The numerical model is rigorously validated against laboratory measurements, including overtopping layer thickness and high-speed particle image velocimetry velocity fields, demonstrating good agreement in terms of free-surface evolution and overtopping flow kinematics. The results reveal that the overtopping flow is strongly phase-dependent and dominated by the streamwise velocity component, with pronounced turbulent fluctuations concentrated near the free surface and the bed. The overtopping flow remains supercritical (Fr>1.5) near the leading edge of the seawall crest, while the Froude number gradually decreases downstream due to bed friction and turbulent energy dissipation. The bed shear stress is highly transient, with instantaneous peak values exceeding the time-averaged values by a factor of 3–7. The subgrid-scale turbulent kinetic energy (TKE) accounts for only 6.05% of the total TKE within the resolved flow domain, confirming that the dominant turbulent structures are well captured by the present mesh resolution. The TKE budget further reveals that production and turbulent transport are the dominant terms during the active overtopping phase, with peak production concentrated near the leading edge and within the bottom boundary layer.
- 24 June 2026
- Published by Elsevier in Ocean Engineering
- Vol. 363
Experimental investigation on an annular perforated baffle for resonant sloshing suppression in a cylindrical tank
- 24 June 2026
- Published by Elsevier in Ocean Engineering
- Vol. 363
Experimental investigation on an annular perforated baffle for resonant sloshing suppression in a cylindrical tank
- Open Access
- 7 June 2026
- Published by Elsevier in Ocean Engineering
- Vol. 362
A blind comparative study on isothermal sloshing in a circular tank (CCP-WSI Blind Test Series 5)
- 7 June 2026
- Published by Elsevier in Ocean Engineering
- Vol. 362
Open AccessA blind comparative study on isothermal sloshing in a circular tank (CCP-WSI Blind Test Series 5)
- 7 April 2026
- Published by Elsevier in Ocean Engineering
- Vol. 357
A theoretical analysis for the structural response of a vertical porous viscoelastic barrier under oblique wave action
- 7 April 2026
- Published by Elsevier in Ocean Engineering
- Vol. 357
A theoretical analysis for the structural response of a vertical porous viscoelastic barrier under oblique wave action
- 29 January 2026
- Published by Elsevier in Ocean Engineering
- Vol. 351
An analytical solution and its data-driven applicability domain for oscillating submerged horizontal plate breakwaters
- 29 January 2026
- Published by Elsevier in Ocean Engineering
- Vol. 351
An analytical solution and its data-driven applicability domain for oscillating submerged horizontal plate breakwaters