Pyrite-activated persulfate oxidation and biological denitrification for effluent of biological landfill leachate treatment system

2022 ◽  
Vol 304 ◽  
pp. 114290
Author(s):  
Siying Sun ◽  
Jiabao Ren ◽  
Jiale Liu ◽  
Liang Rong ◽  
Hangli Wang ◽  
...  
Author(s):  
Kusalvin Dabare ◽  
Prabuddhi Wijekoon ◽  
Asitha Cooray ◽  
B.C.L. Athapattu ◽  
Meththika Vithanage

2021 ◽  
Vol 11 (15) ◽  
pp. 6988
Author(s):  
Carlos Alfonso Zafra-Mejía ◽  
Daniel Alberto Zuluaga-Astudillo ◽  
Hugo Alexander Rondón-Quintana

Leachate has been reported as the most significant source of landfill pollution. Predicting the characteristics of untreated and treated leachate may be useful during optimal scheduling of leachate treatment systems. The objective of this paper is to show an analysis of the operation of a landfill leachate treatment system in a Latin American megacity (Bogota, Colombia) by means of auto-regressive integrated moving average (ARIMA) models. A comparative analysis of the leachate treated with respect to reference legislation is carried out. The influence of climate variables during the operation of the treatment system is also considered. The results suggest that the concentrations of heavy metals (HMs), BOD5, and COD in untreated leachate do not follow the same annual cycles observed for the quantity of solid waste disposed within the landfill. This difference is possibly associated with the hydraulic retention time (HRT) of the leachate inside the conduction and pre-treatment system (storage/homogenization ponds). The ARIMA analysis suggests an HRT of up to one month (AR = 1) for the HMs identified as indicators of untreated leachate (Cu, Pb, and Zn). It is noted that the removal efficiency of HM indicators of the operation of the leachate treatment plant (Fe and Ni) is probably conditioned by operations carried out over a period of one month (AR = 1). The high input concentration of these HM indicators may prevent changing their ARIMA temporal structure during leachate treatment. This is reflected in the low removal efficiencies for all HMs under study (average = 26.1%).


2010 ◽  
Vol 66 (1) ◽  
pp. 9-16
Author(s):  
Tsutomu OKUBO ◽  
Yusuke WATANABE ◽  
Kazue OHURA ◽  
Kengo KUBOTA ◽  
Yu-You YLi ◽  
...  

2020 ◽  
Vol 38 (10) ◽  
pp. 1093-1100
Author(s):  
Yudi Wu ◽  
Boya Wang ◽  
Gang Chen

Landfilling is one of the most widely used forms of solid waste disposal, yet the management of landfill leachate is challenging because of the complex composition and high contaminant concentration. This study provides an on-site treatment system to treat 500 m3 day-1 of the leachate generated from the Perdido Landfill in Escambia County, Florida. The main concerns of the landfill leachate are ammonium-nitrogen, total dissolved solids (TDS) and biological oxygen demand (BOD) from the long-term monitoring (from September 1999 to May 2015). To target these major contaminants as well as other pollutants, we designed a wetland treatment system by fully utilizing the existing facilities at the Perdido Landfill site. The modified wetland treatment system consists of five components in series: leachate collection/aeration ponds, anaerobic ponds, aerobic ponds, wetlands and limestone filter ponds. The leachate collection/aeration ponds provide functions of nitrification as well as ammonia and CO2 stripping. The following anaerobic ponds focus on nitrogen removal by denitrification. The BOD is removed in the aerobic ponds. The TDS are removed in the wetlands and limestone filter ponds. In the wetlands, 60% of chloride and 40% of other contaminants are absorbed by Parthenium sp. In the limestone filter ponds, bicarbonate, calcium, magnesium and iron are removed.


2018 ◽  
Vol 81 ◽  
pp. 220-225 ◽  
Author(s):  
Jefferson E. Silveira ◽  
Juan A. Zazo ◽  
Gema Pliego ◽  
Jose A. Casas

Sign in / Sign up

Export Citation Format

Share Document