Affiliations 

  • 1 a School of Civil Engineering , Universiti Sains Malaysia , Nibong Tebal , Pulau Pinang , Malaysia
  • 2 c Civil Engineering Department , Antalya International University , Dosemalti , Turkey
  • 3 d Environmental Engineering Technology Department , Malaysian Institute of Chemical and Bioengineering Technology Universiti Kuala Lumpur, (UniKL, MICET) , Melaka , Malaysia
Environ Technol, 2018 Nov;39(21):2691-2702.
PMID: 28789588 DOI: 10.1080/09593330.2017.1365936

Abstract

Landfills are one of the main point sources of groundwater pollution. This research mainly aims to assess the risk of nitrate [Formula: see text] transport from the unlined landfill to subsurface layers and groundwater using experimental results and the SESOIL model. Samples from 12 groundwater wells downstream of the landfill were collected and analyzed in 2008, 21 years after the landfill construction. The average [Formula: see text] concentration in the wells was 54 mg/L, slightly higher than the World Health Organization ([Formula: see text] 50 mg/L) standards. SESOIL model was used to predict the [Formula: see text] concentration at the bottom of the unsaturated zone. Results indicated that the current mean [Formula: see text] concentration at the bottom of the unsaturated zone is 75 mg/L. the model predicted that the level of NO3 will increased up to 325 mg/L within 30 years. Accordingly, the [Formula: see text] concentration in groundwater wells near the landfill area is expected to gradually increase with time. Although the current risk associated with the [Formula: see text] level might not be harm to adults, however, it might pose severe risks to both adults and infants in the near future due to [Formula: see text] leaching. Urgent mitigation measures such as final cell cover (cap), lining system and vertical expansion should be considered at the landfill to protect the public health in the area.

* Title and MeSH Headings from MEDLINE®/PubMed®, a database of the U.S. National Library of Medicine.