Proceedings of the 6th Aceh International Symposium on Civil Engineering (AISCE 2025)

Flood Control Structure Assessment Using Simulation Models in the Peusangan Watershed, Aceh

Authors
Ghina Rahmatika Asril1, Cut Dwi Refika2, *, Ziana Ziana2, Ahmad Reza Kasury2, Muhammad Fauzi2
1Syiah Kuala University, Engineering Faculty, Civil Engineering Master Study Program, Syech Abdur-Rauf No. 7 Darussalam, 23111, Banda Aceh, Indonesia
2Syiah Kuala University, Engineering Faculty, Civil Engineering Department, Syech Abdur-Rauf No. 7 Darussalam, 23111, Banda Aceh, Indonesia
*Corresponding author. Email: cut.dwi.refika@usk.ac.id
Corresponding Author
Cut Dwi Refika
Available Online 26 December 2025.
DOI
10.2991/978-94-6463-952-0_21How to use a DOI?
Keywords
Flood; Retention Pond; Normalization; Peusangan River; HEC-RAS
Abstract

Flooding is an annual problem in the Peusangan River Basin, Aceh. Flooding caused by overflowing Peusangan River results in environmental damage and significant economic losses for local communities, especially downstream. To mitigate these impacts, flood control measures are needed to reduce flood peaks. The purpose of this study was to determine the locations of retention ponds and river normalization and to determine their effects on the inundation area and floodwater level. To support this planning, this study used the Hydrologic Engineering Centers River Analysis System (HEC-RAS) 2D software to design and model flood control structures. The modeling was carried out by designing eleven retention ponds and implementing river normalization at three locations. The total retention pond capacity is 192,743,450 m3. Meanwhile, the total length of the river normalization was 5,522 meters. The modeling results indicate that the area of the village affected by flooding before the control structures were installed was 30.359 km2. After handling the scenarios of constructing retention ponds, river normalization, and a combination of the two, the inundation area decreased to 18.843 km2, 29.265 km2, and 17.310 km2 respectively. This indicates a decrease in the area of villages affected by flooding by 10%, 15%, and 9% respectively, compared to the initial condition of 16%. The water level in the retention pond scenario and the combination of the two decreased from 1.39 meters to 0 meters. Meanwhile, in the river normalization scenario, the WSE decreased to 1.19 meters.

Copyright
© 2025 The Author(s)
Open Access
Open Access This chapter is licensed under the terms of the Creative Commons Attribution-NonCommercial 4.0 International License (http://creativecommons.org/licenses/by-nc/4.0/), which permits any noncommercial use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license and indicate if changes were made.

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Volume Title
Proceedings of the 6th Aceh International Symposium on Civil Engineering (AISCE 2025)
Series
Advances in Engineering Research
Publication Date
26 December 2025
ISBN
978-94-6463-952-0
ISSN
2352-5401
DOI
10.2991/978-94-6463-952-0_21How to use a DOI?
Copyright
© 2025 The Author(s)
Open Access
Open Access This chapter is licensed under the terms of the Creative Commons Attribution-NonCommercial 4.0 International License (http://creativecommons.org/licenses/by-nc/4.0/), which permits any noncommercial use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license and indicate if changes were made.

Cite this article

TY  - CONF
AU  - Ghina Rahmatika Asril
AU  - Cut Dwi Refika
AU  - Ziana Ziana
AU  - Ahmad Reza Kasury
AU  - Muhammad Fauzi
PY  - 2025
DA  - 2025/12/26
TI  - Flood Control Structure Assessment Using Simulation Models in the Peusangan Watershed, Aceh
BT  - Proceedings of the 6th Aceh International Symposium on Civil Engineering (AISCE 2025)
PB  - Atlantis Press
SP  - 249
EP  - 266
SN  - 2352-5401
UR  - https://doi.org/10.2991/978-94-6463-952-0_21
DO  - 10.2991/978-94-6463-952-0_21
ID  - Asril2025
ER  -