Proceedings of the 1st International Conference on Industry Science Technology and Sustainability (IConISTS 2023)

Hydraulics Engineering using HEC RAS in Drainage Inundation Management in the UNILA

Authors
Riki Chandra Wijaya1, *, A. Ashruri1, Subuh Tugiono1, P. Ofik Taufik1
1Civil Engineering Department, Engineering Faculty, Lampung University, Bandar Lampung, Lampung, Indonesia
*Corresponding author. Email: riki.chandra@eng.unila.ac.id
Corresponding Author
Riki Chandra Wijaya
Available Online 2 August 2024.
DOI
10.2991/978-94-6463-475-4_15How to use a DOI?
Keywords
HEC RAS 6.3.1; Hydraulics Engineering; Inundation Drainage; Faculty of Engineering; University of Lampung
Abstract

Drainage is an artificial channel that functions to channel surface water flow. The ability of drainage to deliver water flow is very influential on infrastructure and socio-community. Drainage that does not match the flow discharge will cause water to overflow to the surrounding area. The current large rainfall conditions certainly have an impact on drainage channels. Monitoring the condition of the drainage channel as a whole is very difficult because it is necessary to manually calculate each dimension of the existing channel. This will certainly take time and money. Current IT developments make this no longer difficult because it can be done digitally using software that is widely developed today. One of the software in hydraulics modeling is HEC RAS 6.3.1. Based on the results of this study, it shows that the conductivity of surface water flow for drainage of building E FT UNILA is no longer able to deliver discharge. This is indicated by the overflow of water at the return period of 2 years, 5 years, and 10 years. The simulation of the research can be seen in chapter four which shows the return time discharge of the various return periods. The maximum discharge capacity of the current drainage conditions is only around 2 m3/second, while for a 2-year return period the maximum discharge is around 4.5 m3/second. Thus, hydraulics engineering is needed to overcome the overflow of water at the difference in discharge.

Copyright
© 2024 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 1st International Conference on Industry Science Technology and Sustainability (IConISTS 2023)
Series
Advances in Engineering Research
Publication Date
2 August 2024
ISBN
978-94-6463-475-4
ISSN
2352-5401
DOI
10.2991/978-94-6463-475-4_15How to use a DOI?
Copyright
© 2024 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  - Riki Chandra Wijaya
AU  - A. Ashruri
AU  - Subuh Tugiono
AU  - P. Ofik Taufik
PY  - 2024
DA  - 2024/08/02
TI  - Hydraulics Engineering using HEC RAS in Drainage Inundation Management in the UNILA
BT  - Proceedings of the 1st International Conference on Industry Science Technology and Sustainability (IConISTS 2023)
PB  - Atlantis Press
SP  - 160
EP  - 173
SN  - 2352-5401
UR  - https://doi.org/10.2991/978-94-6463-475-4_15
DO  - 10.2991/978-94-6463-475-4_15
ID  - Wijaya2024
ER  -