TY - JOUR
T1 - Experimental Study of Wave Run-Up for Porous Concrete on Seawall Structures
AU - Sujantoko, Sujantoko
AU - Fuad, Hafiz F.H.
AU - Azzarine, Safa
AU - Raehana, Dhiya R.
N1 - Publisher Copyright:
© The Authors, published by EDP Sciences.
PY - 2024/10/3
Y1 - 2024/10/3
N2 - A seawall is a coastal barrier that prevents waves from reaching the shore. The approach of waves increases the height of coastal structures. Coastal protection structures must manage wave run-up to prevent erosion and abrasion adequately. Experiments were conducted to measure wave run-up by adjusting the angle of the Seawall and implementing porous concrete armour units. The wave run-up is directly proportional to the slope angle of the structure. The most steeply sloped section with a ratio of 1:1 (0.150 m) produced the highest run-up, followed by a slope ratio of 1:1.5 (0.132 m) and the least steep slope ratio of 1:2 (0.128 m).
AB - A seawall is a coastal barrier that prevents waves from reaching the shore. The approach of waves increases the height of coastal structures. Coastal protection structures must manage wave run-up to prevent erosion and abrasion adequately. Experiments were conducted to measure wave run-up by adjusting the angle of the Seawall and implementing porous concrete armour units. The wave run-up is directly proportional to the slope angle of the structure. The most steeply sloped section with a ratio of 1:1 (0.150 m) produced the highest run-up, followed by a slope ratio of 1:1.5 (0.132 m) and the least steep slope ratio of 1:2 (0.128 m).
UR - http://www.scopus.com/inward/record.url?scp=85210232618&partnerID=8YFLogxK
U2 - 10.1051/e3sconf/202457602004
DO - 10.1051/e3sconf/202457602004
M3 - Conference article
AN - SCOPUS:85210232618
SN - 2267-1242
VL - 576
JO - E3S Web of Conferences
JF - E3S Web of Conferences
M1 - 02004
T2 - 13th Engineering International Conference on Sustainable Development Through Green Engineering and Technology, EIC 2024
Y2 - 24 July 2024
ER -