Large impulsive forces on recurved parapets under non-breaking waves. A numerical study

M Castellino, P Sammarco, A Romano, L Martinelli… - Coastal …, 2018 - Elsevier
This paper describes 2-D numerical simulations of velocity and pressure fields generated by
non-breaking waves on a vertical breakwater with a recurved parapet wall. The influence of …

Enhancing climate resilience of vertical seawall with retrofitting-A physical modelling study

S Dong, S Abolfathi, M Salauddin, ZH Tan… - Applied Ocean …, 2020 - Elsevier
Coastal defence structures are playing a vital role in protecting coastal communities from
extreme climatic conditions and flooding. With climate change and sea-level rise in the next …

Impact pressure and forces on a vertical wall with different types of parapet

R Ravindar, V Sriram - Journal of Waterway, Port, Coastal, and …, 2021 - ascelibrary.org
This paper will discuss the variations in wave loads on a vertical seawall structure due to the
addition of parapets. A 1: 8 model scale experiments on a wall with parapets will be carried …

Experimental study on slamming effects in a stepped moonpool under wave excitations with ship forward speed

J Gu, Q Wei, WM Liu, YW Tao, FX Hu - Ocean Engineering, 2024 - Elsevier
The model test investigates the temporal and spatial distribution characteristics of the
slamming effects in the stepped moonpool under wave excitation with ship forward speed …

Experimental study of dam-break-like tsunami loads on vertical structures with overhanging horizontal slabs: Slab with air chamber

C Peng, C Chen, NAK Nandasena, X Deng, F Cai… - Ocean …, 2024 - Elsevier
Tsunamis pose a significant threat to coastal engineering. A comprehensive physical
experiment was conducted to examine the effect of air chambers on vertical structures with …

Use of impulses to determine the reaction force of a hydraulic structure with an overhang due to wave impact

X Chen, B Hofland, W Molenaar, A Capel… - Coastal …, 2019 - Elsevier
This paper describes a method of determining the reaction forces of a vertical structure with
an overhang to impulsive wave impacts. The aim is to develop a method to design a …

Experimental modeling of wave load on a pile-supported wharf with pile breakwater

J Huang, G Chen - Ocean Engineering, 2020 - Elsevier
A hybrid structure of pile-supported wharf connecting with pile breakwater is tested in a
flume with a scale factor of 1: 30. Based on generating regular and irregular waves and …

Confined-crest impact: Forces dimensional analysis and extension of the Goda's formulae to recurved parapets

M Castellino, A Romano, JL Lara, IJ Losada… - Coastal …, 2021 - Elsevier
In this paper, an extended numerical analysis of the “confined-crest impact”(hereinafter
referred as “C–CI”), induced by non-breaking waves on recurved parapet walls, is presented …

Wave impact loads on vertical seawalls: Effects of the geometrical properties of recurve retrofitting

S Dong, M Salauddin, S Abolfathi, J Pearson - Water, 2021 - mdpi.com
This study investigates the variation of wave impact loads with the geometrical
configurations of recurve retrofits mounted on the crest of a vertical seawall. Physical model …

Experimental study on wave attenuation and stability of ecological dike system composed of submerged breakwater, mangrove, and dike under storm surge

M Peng, J Zhang, Y Zhu, L Gao, S Li, X Pan - Applied Ocean Research, 2024 - Elsevier
Four tests were conducted to investigate the wave attenuation and dike stability
effectiveness of a basic dike, a dike that combined with the submerged breakwater, with …