Chao Tong
Current Organizations / Institutes
The organizations/institutes from the scholar's latest article
Chao Tong has a total of 12 co-authors. Here are the top co-authors by number of shared publications:
- Aiming Liu
School of Naval Architecture, Ocean and Energy Power Engineering, Wuhan University of Technology, Wuhan 430070, China
1 shared publication Harry Bradford Bingham
Department of Civil and Mechanical Engineering, Technical University of Denmark, Lyngby, Denmark
1 shared publication- Liang Sun
WEIR Research Unit, Department of Architecture and Civil Engineering, University of Bath, Bath BA2 7AY, UK
1 shared publication - Mingsheng Chen
School of Naval Architecture, Ocean and Energy Power Engineering, Wuhan University of Technology, Wuhan 430063, China
1 shared publication - Ning Cui
CNOOC Shenzhen Offshore Engineering Solutions Co., Ltd., Shenzhen 518000, China
1 shared publication - Rui Ling
School of Naval Architecture, Ocean and Energy Power Engineering, Wuhan University of Technology, Wuhan 430063, China
1 shared publication
Latest Publications
- Open Access
Rapid and Accurate Prediction of Fluvial Floods in Temporal and Spatial Dimensions by a Deep Residual Network Model with Squeeze-and-Excitation Attention
Frequent flooding induced by climate change has been posing growing threats to human lives and property worldwide. Most of 2D and 3D physics-based hydrodynamic (PBH) models are generally too time-consuming to support decision-makers to react in time during an urgent flood event. Therefore, highly efficient and accurate flood inundation prediction models are urgently needed to improve emergency response capabilities. In this paper, a novel model based on a 1D deep residual neural network with Squeeze-and-Excitation (ResNet-SE) attention is proposed for fast forecasting dynamic evolution of 2D fluvial flood inundation. Different from widely-used 2D image-oriented DL models, our model directly consumes original 1D nodal hydraulic output vectors from TELEMAC-2D, avoiding interpolation errors introduced by mesh rasterization. The results of the well-trained ResNet-SE model compare with those from the TELEMAC-2D and a convolutional neural network (CNN) model. As indicated by several quantitative assessment matrices, the present model outperforms CNN model and conforms closely to the TELEMAC-2D in high precision. Furthermore, we demonstrate that ResNet34-SE (34 layers) stands out distinctly among ResNet-SEs of 18 and 50 layers in flood inundation prediction. The average and metrics of ResNet34-SE under three unseen flood events reach 0.04623 m and 0.08052 m in water depth prediction. As for spatial flood extent assessment, this model also delivers impressive performance, with the average , , , and scores reaching 96.92%, 99.69%, 98.28%, and 98.55%, respectively. Furthermore, current deep-learning (DL) model achieve a speedup of 300 to 400 times over traditional PBH models, enabling the generation of 24-h flood evolution maps within seconds. The proposed ResNet-SE model demonstrates good simulating accuracy of fluvial flood dynamics for proactive emergency warning systems and flood risk mitigation planning within the Lushui River basin.Open AccessRapid and Accurate Prediction of Fluvial Floods in Temporal and Spatial Dimensions by a Deep Residual Network Model with Squeeze-and-Excitation Attention
Frequent flooding induced by climate change has been posing growing threats to human lives and property worldwide. Most of 2D and 3D physics-based hydrodynamic (PBH) models are generally too time-consuming to support decision-makers to react in time during an urgent flood event. Therefore, highly efficient and accurate flood inundation prediction models are urgently needed to improve emergency response capabilities. In this paper, a novel model based on a 1D deep residual neural network with Squeeze-and-Excitation (ResNet-SE) attention is proposed for fast forecasting dynamic evolution of 2D fluvial flood inundation. Different from widely-used 2D image-oriented DL models, our model directly consumes original 1D nodal hydraulic output vectors from TELEMAC-2D, avoiding interpolation errors introduced by mesh rasterization. The results of the well-trained ResNet-SE model compare with those from the TELEMAC-2D and a convolutional neural network (CNN) model. As indicated by several quantitative assessment matrices, the present model outperforms CNN model and conforms closely to the TELEMAC-2D in high precision. Furthermore, we demonstrate that ResNet34-SE (34 layers) stands out distinctly among ResNet-SEs of 18 and 50 layers in flood inundation prediction. The average and metrics of ResNet34-SE under three unseen flood events reach 0.04623 m and 0.08052 m in water depth prediction. As for spatial flood extent assessment, this model also delivers impressive performance, with the average , , , and scores reaching 96.92%, 99.69%, 98.28%, and 98.55%, respectively. Furthermore, current deep-learning (DL) model achieve a speedup of 300 to 400 times over traditional PBH models, enabling the generation of 24-h flood evolution maps within seconds. The proposed ResNet-SE model demonstrates good simulating accuracy of fluvial flood dynamics for proactive emergency warning systems and flood risk mitigation planning within the Lushui River basin. - Open Access
- 23 September 2026
- Published by MDPI AG in Sustainability
- Vol. 18 (19) , 9739
Wave Resistance of Floating Offshore Wind Turbines Based on a Viscous-Potential Flow Correction Method: Toward Efficient and Sustainable Wet-Towing Operations
Accurate prediction of towing resistance is essential for selecting tug capacity and controlling energy demand during the wet-towing of floating offshore wind turbines (FOWTs). This study established a high-precision CFD numerical wave tank to simulate the towing hydrodynamic performance of the IEA-15 MW semi-submersible FOWT under calm water and regular wave conditions, covering two typical towing layouts (single-column-forward and double-column-forward) and three representative towing speeds. Based on CFD free-decay results, viscous damping corrections in heave, roll, and pitch were applied to the AQWA, while the drag coefficients were introduced through Morison elements. On this basis, an integrated viscous-potential flow coupled numerical model for the tugboat-FOWT system was then established. Frequency-domain analysis showed that wave excitation loads increase with towing speed under following-wave conditions, while the reverse trend occurs under head-wave conditions. Time-domain validation demonstrated that the viscosity-corrected potential flow model achieves a deviation below 2% for calm water resistance and less than 5% for mean wave resistance compared with high-fidelity CFD benchmarks. Parametric analysis under multiple regular wave conditions revealed that wave-added resistance first increases and then falls as wave period increases, consistent with the variation in surge wave excitation forces, and exhibits a nonlinear growth pattern with wave height. The double-column forward layout yields overall higher towing resistance than its single-column alternative, while main towline tension can accurately reflect the total towing resistance level. These technical outcomes provide actionable engineering guidance for low-carbon, cost-effective wet-towing scheme formulation, facilitating the sustainable, large-scale exploitation of deep-sea wind resources and advancing the long-term decarbonization of the marine energy sector.
- 23 September 2026
- Published by MDPI AG in Sustainability
- Vol. 18 (19) , 9739
Open AccessWave Resistance of Floating Offshore Wind Turbines Based on a Viscous-Potential Flow Correction Method: Toward Efficient and Sustainable Wet-Towing Operations
Accurate prediction of towing resistance is essential for selecting tug capacity and controlling energy demand during the wet-towing of floating offshore wind turbines (FOWTs). This study established a high-precision CFD numerical wave tank to simulate the towing hydrodynamic performance of the IEA-15 MW semi-submersible FOWT under calm water and regular wave conditions, covering two typical towing layouts (single-column-forward and double-column-forward) and three representative towing speeds. Based on CFD free-decay results, viscous damping corrections in heave, roll, and pitch were applied to the AQWA, while the drag coefficients were introduced through Morison elements. On this basis, an integrated viscous-potential flow coupled numerical model for the tugboat-FOWT system was then established. Frequency-domain analysis showed that wave excitation loads increase with towing speed under following-wave conditions, while the reverse trend occurs under head-wave conditions. Time-domain validation demonstrated that the viscosity-corrected potential flow model achieves a deviation below 2% for calm water resistance and less than 5% for mean wave resistance compared with high-fidelity CFD benchmarks. Parametric analysis under multiple regular wave conditions revealed that wave-added resistance first increases and then falls as wave period increases, consistent with the variation in surge wave excitation forces, and exhibits a nonlinear growth pattern with wave height. The double-column forward layout yields overall higher towing resistance than its single-column alternative, while main towline tension can accurately reflect the total towing resistance level. These technical outcomes provide actionable engineering guidance for low-carbon, cost-effective wet-towing scheme formulation, facilitating the sustainable, large-scale exploitation of deep-sea wind resources and advancing the long-term decarbonization of the marine energy sector.
- 1 December 2025
- Published by Springer Nature in Journal of Hydrodynamics
- Vol. 37 (6) , 1079-1086
A weak-scatterer solution to nonlinear wave-body interaction based on a 3-D immersed-boundary adaptive harmonic polynomial cell method
- 1 December 2025
- Published by Springer Nature in Journal of Hydrodynamics
- Vol. 37 (6) , 1079-1086
A weak-scatterer solution to nonlinear wave-body interaction based on a 3-D immersed-boundary adaptive harmonic polynomial cell method