dc.contributor.author
Groeschke, Maike
dc.contributor.author
Frommen, Theresa
dc.contributor.author
Winkler, Andreas
dc.contributor.author
Schneider, Michael
dc.date.accessioned
2018-06-08T10:37:35Z
dc.date.available
2018-04-05T10:52:33.771Z
dc.identifier.uri
https://refubium.fu-berlin.de/handle/fub188/20775
dc.identifier.uri
http://dx.doi.org/10.17169/refubium-24074
dc.description.abstract
In the Indian metropolis of Delhi, the Yamuna River is highly influenced by
sewage water, which has led to elevated ammonium (NH4+) concentrations up to
20 mg/L in the river water during 2012–2013. Large drinking water production
wells located in the alluvial aquifer draw high shares of bank filtrate. Due
to the infiltrating river water, the raw water NH4+ concentrations in some
wells exceed the threshold value of 0.5 mg/L ammonia-N of the Indian drinking
water specifications, making the water unfit for human consumption without
prior treatment. However, to meet the city’s growing water demand, it might be
advantageous to consider the long-term use of the well field. This requires
the development of an adapted post-treatment unit in concert with an adjusted
well field management. To better understand the groundwater dynamics and
contamination and decontamination times at the well field, a theoretical
modeling study has been conducted. The results of 2D numerical modeling reveal
that the groundwater flux beneath the river is negligible because of the
aquifer and river geometry, indicating that infiltrating river water is not
diluted by the ambient groundwater. Increasing the water abstraction in the
wells closest to the river would result in a larger share of bank filtrate and
a decreasing groundwater table decline. Simplified 1D reactive transport
models set up for a distance of 500 m (transect from the riverbank to the
first production well) showed that the NH4+ contamination will prevail for the
coming decades. Different lithological units of the aquifer (sand and kankar—a
sediment containing calcareous nodules) have a strong influence on the
respective contamination and decontamination periods, as the retardation of
NH4+ is higher in the kankar than in the sand layer. Although this simplified
approach does not allow for a quantification of processes, it can support
decision-making about a possible future use of the well field and point to
associated research needs.
en
dc.format.extent
16 Seiten
dc.rights.uri
http://creativecommons.org/licenses/by/4.0/
dc.subject
riverbank filtration
dc.subject.ddc
600 Technik, Medizin, angewandte Wissenschaften::620 Ingenieurwissenschaften::628 Sanitär- und Kommunaltechnik; Umwelttechnik
dc.subject.ddc
500 Naturwissenschaften und Mathematik::550 Geowissenschaften, Geologie::551 Geologie, Hydrologie, Meteorologie
dc.title
Sewage-Borne Ammonium at a River Bank Filtration Site in Central Delhi, India
dc.type
Wissenschaftlicher Artikel
dcterms.bibliographicCitation
Geosciences 7 (2017), 3
dc.title.subtitle
Simplified Flow and Reactive Transport Modeling to Support Decision-Making
about Water Management Strategies
dcterms.bibliographicCitation.doi
10.3390/geosciences7030048
dcterms.bibliographicCitation.url
http://doi.org/10.3390/geosciences7030048
refubium.affiliation
Geowissenschaften
de
refubium.affiliation.other
Institut für Geologische Wissenschaften
refubium.mycore.fudocsId
FUDOCS_document_000000029500
refubium.note.author
Der Artikel wurde in einer Open-Access-Zeitschrift publiziert.
refubium.resourceType.isindependentpub
no
refubium.mycore.derivateId
FUDOCS_derivate_000000009598
dcterms.accessRights.openaire
open access
dcterms.isPartOf.issn
2076-3263