Skip to main content

Open Access 17.04.2024 | Correction

Correction: Numerical simulation of a managed aquifer recharge system designed to supply drinking water to the city of Amsterdam, The Netherlands

verfasst von: Pranisha Pokhrel, Yangxiao Zhou, Frank Smits, Pierre Kamps, Theo Olsthoorn

Erschienen in: Hydrogeology Journal

Aktivieren Sie unsere intelligente Suche, um passende Fachinhalte oder Patente zu finden.

search-config
download
DOWNLOAD
print
DRUCKEN
insite
SUCHEN
loading …
Hinweise
The original article can be found online at https://​doi.​org/​10.​1007/​s10040-023-02659-w.

Publisher's Note

Springer Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations.
Correction: Hydrogeology Journal (2023) 31:1291–1309
An error was made in the definition of the density parameter ρ in Equations 7, 8 and 9 of the original article. It was defined as the bulk density of the aquifer, whereas it should have been the density of pore water. Additionally the density of the aquifer solid matrix ρs, used in equation 11 to compute the retardation factor, was not defined in the original article.
The misuse of the bulk density instead of water density resulted in incorrect values of the computed thermal distribution coefficient, i.e. the bulk thermal diffusivity, and the retardation factor in Table 5. Some of the units were also incorrect. The corrected table is given here.
Table 5
Parameters for heat transport simulation (corrected).
Parametera
Units
Layers
1
2
3
4
5
6
7
8
θ
-
0.30
0.30
0.30
0.30
0.30
0.30
0.30
0.30
ρ
kg/m3
1000
1000
1000
1000
1000
1000
1000
1000
ρs
kg/m3
2643
2643
2643
2643
2643
2643
1571
2643
KT fluid
W/(m˚C)
0.58
0.58
0.58
0.58
0.58
0.58
0.58
0.58
KT solid
W/(m˚C)
0.40
1.30
2.40
2.40
1.80
2.40
1.70
2.40
KT bulk
W/(m˚C)
0.45
1.08
1.85
1.85
1.43
1.85
1.36
1.85
Cp fluid
J/ (kg ˚C)
4186
4186
4186
4186
4186
4186
4186
4186
Cp solid
J/ (kg ˚C)
1255.8
1255.8
1255.8
1255.8
1255.8
1255.8
1255.8
1255.8
Dm_temp
m2/d
0.031
0.075
0.128
0.128
0.099
0.128
0.094
0.128
Kd_temp
m3/kg
0.0003
0.0003
0.0003
0.0003
0.0003
0.0003
0.0003
0.0003
Rd
-
2.85
2.85
2.85
2.85
2.85
2.85
2.10
2.85
aρ is the density of pore water; ρs is the density of the aquifer solid matrix
As a result, the sub-section ‘Temperature variations in the recovered water in wells’ should be corrected through stating the following: With a corrected retardation factor of 2.85, the average residence time of sources of water contributing to the wells is 74 days, which is sufficiently long to improve the water quality.
Open Access This article is licensed under a Creative Commons Attribution 4.0 International License, which permits 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 licence, and indicate if changes were made. The images or other third party material in this article are included in the article's Creative Commons licence, unless indicated otherwise in a credit line to the material. If material is not included in the article's Creative Commons licence and your intended use is not permitted by statutory regulation or exceeds the permitted use, you will need to obtain permission directly from the copyright holder. To view a copy of this licence, visit http://​creativecommons.​org/​licenses/​by/​4.​0/​.

Publisher's Note

Springer Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations.
download
DOWNLOAD
print
DRUCKEN
Metadaten
Titel
Correction: Numerical simulation of a managed aquifer recharge system designed to supply drinking water to the city of Amsterdam, The Netherlands
verfasst von
Pranisha Pokhrel
Yangxiao Zhou
Frank Smits
Pierre Kamps
Theo Olsthoorn
Publikationsdatum
17.04.2024
Verlag
Springer Berlin Heidelberg
Erschienen in
Hydrogeology Journal
Print ISSN: 1431-2174
Elektronische ISSN: 1435-0157
DOI
https://doi.org/10.1007/s10040-024-02789-9