Proceedings of the 5th FIRST T1 T2 2021 International Conference (FIRST-T1-T2 2021)

Modeling of Infiltration Wells to Reduce Rainwater Runoff of Buildings: A Case Study in Campus of Polytechnic State of Sriwijaya, Indonesia

Authors
Radius Pranoto1, *, Anggi Nidya S1, Ricky RA1, Djaka Suhirkam1, Viktor Suryan2
1Civil Department, Polytechnic State of Sriwijaya, Palembang 30139, Indonesia
2Civil Department, Palembang Aviation Polytechnic, Palembang 30139, Indonesia
*Corresponding author. Email: radius.pranoto@polsri.ac.id
Corresponding Author
Radius Pranoto
Available Online 14 February 2022.
DOI
10.2991/ahe.k.220205.001How to use a DOI?
Keywords
rainfall; surface runoff; infiltration wells; double ring infiltrometer
Abstract

Rainfall in Indonesia is classified as high, indicated by the average which ranges from 2000-4000 mm/year. This potential, on the other hand, often creates problems as a result of rain falling to the surface which usually only becomes surface runoff, inundation, and flooding. Infiltration wells are rainwater conservation technologies that have been widely applied to reduce surface runoff and at the same time increase groundwater reserves. The case study was conducted at the Sriwijaya State Polytechnic Campus, Indonesia. The purpose of this study was to determine the model of infiltration wells for controlling rainwater runoff which is suitable to be applied in the research area. Based on field testing using a double- ring infiltrometer, the infiltration capacity value obtained was 3.42 cm/hour. The infiltration well model used in this case is a cylindrical type of impermeable wall, with a diameter of 1 – 1.4 m and a depth of 1.5 – 2.5 m. The simulation was carried out per 100 m2 rainfed area (roof of the building) for one infiltration well by referring to daily rainfall data for 12 years (2007-2018). The simulation results show that infiltration wells with a diameter (1.2 - 1.4 m) and depth (2.5 m) were able to reduce rainwater runoff by 68.3% and occurred 1163 times overflow for 12 years. The simulation also revealed that increasing the diameter was more effective in increasing the amount of rainwater runoff reduced than increasing the depth of the infiltration well.

Copyright
© 2022 The Authors. Published by Atlantis Press International B.V.
Open Access
This is an open access article under the CC BY-NC license.

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Volume Title
Proceedings of the 5th FIRST T1 T2 2021 International Conference (FIRST-T1-T2 2021)
Series
Atlantis Highlights in Engineering
Publication Date
14 February 2022
ISBN
10.2991/ahe.k.220205.001
ISSN
2589-4943
DOI
10.2991/ahe.k.220205.001How to use a DOI?
Copyright
© 2022 The Authors. Published by Atlantis Press International B.V.
Open Access
This is an open access article under the CC BY-NC license.

Cite this article

TY  - CONF
AU  - Radius Pranoto
AU  - Anggi Nidya S
AU  - Ricky RA
AU  - Djaka Suhirkam
AU  - Viktor Suryan
PY  - 2022
DA  - 2022/02/14
TI  - Modeling of Infiltration Wells to Reduce Rainwater Runoff of Buildings: A Case Study in Campus of Polytechnic State of Sriwijaya, Indonesia
BT  - Proceedings of the 5th FIRST T1 T2 2021 International Conference (FIRST-T1-T2 2021)
PB  - Atlantis Press
SP  - 1
EP  - 8
SN  - 2589-4943
UR  - https://doi.org/10.2991/ahe.k.220205.001
DO  - 10.2991/ahe.k.220205.001
ID  - Pranoto2022
ER  -