Evaluation of the Hydraulic Performance of a Rear-Parapet Vertical Breakwater under Regular Waves through Hydraulic Experiments
Climate change has resulted in increased intensity and frequency of typhoons and storm surges. Accordingly, attention has been paid to securing the breakwater’s stability to protect the safety of the port. Herein, hydraulic model experiments were conducted to evaluate the hydraulic performance of a...
Main Authors: | Byeong Wook Lee, Woo-Sun Park |
---|---|
Format: | Article |
Language: | English |
Published: |
MDPI AG
2020-08-01
|
Series: | Water |
Subjects: | |
Online Access: | https://www.mdpi.com/2073-4441/12/9/2428 |
Similar Items
-
Numerical Study of Wave Forces on Crown Walls of Mound Breakwaters with Parapets
by: Jorge Molines, et al.
Published: (2020-04-01) -
Numerical modelling of breaking wave impact loads on a vertical seawall retrofitted with different geometrical configurations of recurve parapets
by: R. Ravindar, et al.
Published: (2022-10-01) -
Parapet structure from special shaped TRC blocks
by: Jiří Pazderka, et al.
Published: (2022-03-01) -
Experimental investigation and SPH simulation on interaction between regular waves and vertical breakwater under medium-long period waves
by: Xinyu Han, et al.
Published: (2022-01-01) -
Experimental Study of Forces Influencing Vertical Breakwater under Extreme Waves
by: Hung-Chu Hsu, et al.
Published: (2022-02-01)