| Issue |
MATEC Web Conf.
Volume 195, 2018
The 4th International Conference on Rehabilitation and Maintenance in Civil Engineering (ICRMCE 2018)
|
|
|---|---|---|
| Article Number | 05006 | |
| Number of page(s) | 6 | |
| Section | Hydrologic Engineering | |
| DOI | https://doi.org/10.1051/matecconf/201819505006 | |
| Published online | 22 August 2018 | |
Field performance of shallow recharge well
1
Doctoral Program Student of Civil Engineering Diponegoro University, Indonesia
2
Professor of Civil Engineering Diponegoro University, Indonesia
3
Lecturer of Doctoral Program of Civil Engineering Diponegoro University, Indonesia
* Corresponding author: 123edysusilo@gmail.com
The technical calculation of the need for recharge wells to reduce peak floods has not been fully supported yet the need for recharge wells in big cities especially in Indonesia is very urgent. Some recharge well methods are Horton, Sunjoto, HMTL-ITB, Ministry of Public Works, Ministry of Forestry, Indonesian National Standard, Association for Rainwater Storage and Infiltration Technology, and California Storm-water Quality Association. The hypothetical test of recharge wells at the depth and texture of a particular soil is different from the observed infiltration recharge hence it needs to have a field test of recharge wells for different soil texture. With good diameter, soil permeability, and water depth variables, it is expected that the infiltration recharge equation in the well can be empirically better suited to the performance of the recharge wells.
Key words: recharge wells / performance / diameter / and permeability
© The Authors, published by EDP Sciences, 2018
This is an Open Access article distributed under the terms of the Creative Commons Attribution License (http://creativecommons.org/licenses/by/4.0), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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