Role of Armor Roughness in Overtopping Response of Upgraded Multilayer Rubble Mound Breakwaters-Reference-Cited by-同舟云学术

Role of Armor Roughness in Overtopping Response of Upgraded Multilayer Rubble Mound Breakwaters

Published:2022-09 Issue:5 Volume:148 Page:
ISSN:0733-950X
Container-title:Journal of Waterway, Port, Coastal, and Ocean Engineering
language:en
Short-container-title:J. Waterway, Port, Coastal, Ocean Eng.

Author:

Pepi Yuri¹,Cecioni Claudia²,Franco Leopoldo³

Affiliation:

1. Ph.D. Student, Engineering Dept., Univ. of Roma TRE, via Vito Volterra 62, 00146 Rome, Italy (corresponding author).

2. Professor, Engineering Dept., Univ. of Roma TRE, via Vito Volterra 62, 00146 Rome, Italy.

3. Full Professor, Engineering Dept., Univ. of Roma TRE, via Vito Volterra 62, 00146 Rome, Italy.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29WW.1943-5460.0000721

Reference70 articles.

1. Simulation of wave overtopping using an improved SPH method

2. Simulation of random wave overtopping by a WCSPH model

3. Andersen T. L. and H. F. Burcharth. 2004. D24 report on additional tests. Part D berm breakwater tests. CLASH Work package 4.4. 31. Aalborg Denmark: Aalborg Universitetsforlag.

4. Besley P. 1998. Wave overtopping of seawalls design and assessment manual. R&D Technical Rep. No. W178. Wallingford UK: HR Wallingford.

5. Overtopping performance of different armour units for rubble mound breakwaters

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