Wind Effects on Wave Overtopping at a Vertical Sea Defense

Author:

De Chowdhury Swapnadip1ORCID,Zhou Jian Guo2ORCID,Khait Anatoliy3,Pullen Tim4,Causon Derek5,Qian Ling2ORCID,Mingham Clive5

Affiliation:

1. Dept. of Ocean Engineering and Naval Architecture, IIT Kharagpur, Kharagpur, West Bengal 721302, India (corresponding author). ORCID: .

2. Centre for Mathematical Modelling and Flow Analysis, Dept. of Computing & Mathematics, Manchester Metropolitan Univ., Manchester M1 5GD, UK. ORCID: .

3. Dept. of Mechanical Engineering and Mechatronics, Faculty of Engineering, Ariel Univ., Ariel 40700, Israel.

4. HR Wallingford, Wallingford OX10 8BA, UK.

5. Centre for Mathematical Modelling and Flow Analysis, Dept. of Computing & Mathematics, Manchester Metropolitan Univ., Manchester M1 5GD, UK.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Ocean Engineering,Water Science and Technology,Civil and Structural Engineering

Reference26 articles.

1. The numerical simulation of wind-wave interaction;Chalikov D.;J. Fluid Mech.,1978

2. Chen X. Y. C. P. Tsai and H. H. Hwung. 1988. “The theoretical studies on nonlinear standing waves.” In Proc. Nonlinear Water Waves. Int. Union of Theoretical and Applied Mechanics edited by K. Horikawa and H. Maruo 135–142. Berlin Heidelberg: Springer.

3. De Chowdhury S. et al. 2019. “Investigation of wind effects on wave overtoppinga at sea defences.” Proc. 8th Coastal Structures Conf. edited by N. Goseberg and T. Schlurmann 841–850. Karlsruhe: Bundesanstalt für Wasserbau.

4. De Chowdhury S. et al. 2020. “Wind effects on wave overtopping at the vertical sea defence.” In Proc. Coastal Engineering Conf. edited by P. Lynett 1–7. Reston VA: ASCE.

5. Local overshoot and wind effects on wave overtopping at vertical coastal structures;De Chowdhury S.;Proc. Inst. Civ. Eng. Marit. Eng.,2021

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