Phosphorus attenuation and mobilization in sand filters treating onsite wastewater.

leaching mobility monitoring phosphorus removal septic tank effluent

Journal

Chemosphere
ISSN: 1879-1298
Titre abrégé: Chemosphere
Pays: England
ID NLM: 0320657

Informations de publication

Date de publication:
06 Aug 2024
Historique:
received: 25 06 2024
revised: 03 08 2024
accepted: 05 08 2024
medline: 9 8 2024
pubmed: 9 8 2024
entrez: 8 8 2024
Statut: aheadofprint

Résumé

The effectiveness of phosphorus (P) removal by sand filters is limited during septic tank effluent (STE) treatment. The elevated effluent P concentrations pose threats to drinking water quality and contribute to eutrophication. The concern of P leaching from sand filters is further exacerbated by the increased frequency of flooding and natural precipitation due to climate change. This study aimed to understand P attenuation and leaching dynamics, as well as the removal mechanisms in sand filters treating STE, offering insights into the design and implementation of P removal/recovery modules to onsite wastewater treatment systems. P attenuation and leaching during STE treatment and rainfall were studied in bench-scale columns (new vs. aged sand). At standard STE loading (1.2 gallon d

Identifiants

pubmed: 39117085
pii: S0045-6535(24)01937-4
doi: 10.1016/j.chemosphere.2024.143042
pii:
doi:

Types de publication

Journal Article

Langues

eng

Sous-ensembles de citation

IM

Pagination

143042

Informations de copyright

Copyright © 2024. Published by Elsevier Ltd.

Déclaration de conflit d'intérêts

Declaration of Competing Interest ☒ The authors declare that they have no known competing financial interests or personal relationships that could have appeared to influence the work reported in this paper. ☐ The authors declare the following financial interests/personal relationships which may be considered as potential competing interests:

Auteurs

Mian Wang (M)

Department of Civil Engineering, College of Engineering and Applied Sciences, Stony Brook University, Stony Brook, NY 11794; New York State Center for Clean Water Technology, Stony Brook University, Stony Brook, NY 11794.

Fanjian Zeng (F)

Department of Civil Engineering, College of Engineering and Applied Sciences, Stony Brook University, Stony Brook, NY 11794; New York State Center for Clean Water Technology, Stony Brook University, Stony Brook, NY 11794.

Siwei Chen (S)

Department of Civil Engineering, College of Engineering and Applied Sciences, Stony Brook University, Stony Brook, NY 11794; New York State Center for Clean Water Technology, Stony Brook University, Stony Brook, NY 11794.

Laura M Wehrmann (LM)

School of Marine and Atmospheric Sciences, Stony Brook University, Stony Brook, NY 11794.

Stuart Waugh (S)

New York State Center for Clean Water Technology, Stony Brook University, Stony Brook, NY 11794.

Bruce J Brownawell (BJ)

New York State Center for Clean Water Technology, Stony Brook University, Stony Brook, NY 11794.

Christopher J Gobler (CJ)

New York State Center for Clean Water Technology, Stony Brook University, Stony Brook, NY 11794; School of Marine and Atmospheric Sciences, Stony Brook University, Stony Brook, NY 11794.

Xinwei Mao (X)

Department of Civil Engineering, College of Engineering and Applied Sciences, Stony Brook University, Stony Brook, NY 11794; New York State Center for Clean Water Technology, Stony Brook University, Stony Brook, NY 11794. Electronic address: xinwei.mao@stonybrook.edu.

Classifications MeSH