Experimental Study of Wave Run-Up for Porous Concrete on Seawall Structures

Sujantoko Sujantoko; Hafiz F.H. Fuad; Safa Azzarine; Dhiya R. Raehana

doi:10.1051/e3sconf/202457602004

Experimental Study of Wave Run-Up for Porous Concrete on Seawall Structures

Sujantoko Sujantoko^*
, Hafiz F.H. Fuad
, Safa Azzarine
, Dhiya R. Raehana

^*Corresponding author for this work

Laboratory of Marine Structure Hydrodynamics

Department of Ocean Engineering
Institut Teknologi Sepuluh Nopember

Research output: Contribution to journal › Conference article › peer-review

4 Citations (Scopus)

Abstract

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).

Original language	English
Article number	02004
Journal	E3S Web of Conferences
Volume	576
DOIs	https://doi.org/10.1051/e3sconf/202457602004
Publication status	Published - 3 Oct 2024
Event	13th Engineering International Conference on Sustainable Development Through Green Engineering and Technology, EIC 2024 - Semarang, Indonesia Duration: 24 Jul 2024 → …

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10.1051/e3sconf/202457602004

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title = "Experimental Study of Wave Run-Up for Porous Concrete on Seawall Structures",

abstract = "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).",

author = "Sujantoko Sujantoko and Fuad, \{Hafiz F.H.\} and Safa Azzarine and Raehana, \{Dhiya R.\}",

note = "Publisher Copyright: {\textcopyright} The Authors, published by EDP Sciences.; 13th Engineering International Conference on Sustainable Development Through Green Engineering and Technology, EIC 2024 ; Conference date: 24-07-2024",

year = "2024",

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day = "3",

doi = "10.1051/e3sconf/202457602004",

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journal = "E3S Web of Conferences",

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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.

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 - https://www.scopus.com/pages/publications/85210232618

U2 - 10.1051/e3sconf/202457602004

DO - 10.1051/e3sconf/202457602004

M3 - Conference article

AN - SCOPUS:85210232618

SN - 2555-0403

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 -

Experimental Study of Wave Run-Up for Porous Concrete on Seawall Structures

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Researchers' Work from Institut Teknologi Sepuluh Nopember Focuses on Environment (Experimental Study of Wave Run-Up for Porous Concrete on Seawall Structures)

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Experimental Study of Wave Run-Up for Porous Concrete on Seawall Structures

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Researchers' Work from Institut Teknologi Sepuluh Nopember Focuses on Environment (Experimental Study of Wave Run-Up for Porous Concrete on Seawall Structures)

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