Anaerobic UASBR treatment of young landfill leachate

I. Ozturk; M. Altinbas; O. Arikan; A. Demir

Anaerobic UASBR treatment of young landfill leachate

I. Ozturk^*, M. Altinbas, O. Arikan, A. Demir

^*Corresponding author for this work

Department of Environmental Engineering

Research output: Contribution to journal › Article › peer-review

8 Citations (Scopus)

Abstract

The anaerobic treatability of young municipal leachate from Istanbul's sanitary landfill was investigated using a laboratory scale UASBR. In the first part of this study, the reactor was operated with a feed COD concentration of 10250 mg.l^-1 and a retention time of 2.84 days, giving an organic loading rate 3.7 kg COD.m^-3.d^-1. Total COD removal was around 94 % under that condition. In the second part of the study, feed COD's were varied from 9000 to 25000 mg.l^-1. Whereas retention times ranged from 1.7 to 2.35 days and COD removal ranged from 92 to 94%.

Original language	English
Pages (from-to)	389-396
Number of pages	8
Journal	Fresenius Environmental Bulletin
Volume	8
Issue number	5-6
Publication status	Published - 1999

Keywords

Ammonia inhibition
Anaerobic treatment
Bioenergy recovery
Kinetic evaluation
Landfill leachate
Upflow anaerobic sludge blanket reactor (UASBR)

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This output contributes to the following UN Sustainable Development Goals (SDGs)

Cite this

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title = "Anaerobic UASBR treatment of young landfill leachate",

abstract = "The anaerobic treatability of young municipal leachate from Istanbul's sanitary landfill was investigated using a laboratory scale UASBR. In the first part of this study, the reactor was operated with a feed COD concentration of 10250 mg.l-1 and a retention time of 2.84 days, giving an organic loading rate 3.7 kg COD.m-3.d-1. Total COD removal was around 94 % under that condition. In the second part of the study, feed COD's were varied from 9000 to 25000 mg.l-1. Whereas retention times ranged from 1.7 to 2.35 days and COD removal ranged from 92 to 94%.",

keywords = "Ammonia inhibition, Anaerobic treatment, Bioenergy recovery, Kinetic evaluation, Landfill leachate, Upflow anaerobic sludge blanket reactor (UASBR)",

author = "I. Ozturk and M. Altinbas and O. Arikan and A. Demir",

year = "1999",

language = "English",

volume = "8",

pages = "389--396",

journal = "Fresenius Environmental Bulletin",

issn = "1018-4619",

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TY - JOUR

T1 - Anaerobic UASBR treatment of young landfill leachate

AU - Ozturk, I.

AU - Altinbas, M.

AU - Arikan, O.

AU - Demir, A.

PY - 1999

Y1 - 1999

N2 - The anaerobic treatability of young municipal leachate from Istanbul's sanitary landfill was investigated using a laboratory scale UASBR. In the first part of this study, the reactor was operated with a feed COD concentration of 10250 mg.l-1 and a retention time of 2.84 days, giving an organic loading rate 3.7 kg COD.m-3.d-1. Total COD removal was around 94 % under that condition. In the second part of the study, feed COD's were varied from 9000 to 25000 mg.l-1. Whereas retention times ranged from 1.7 to 2.35 days and COD removal ranged from 92 to 94%.

AB - The anaerobic treatability of young municipal leachate from Istanbul's sanitary landfill was investigated using a laboratory scale UASBR. In the first part of this study, the reactor was operated with a feed COD concentration of 10250 mg.l-1 and a retention time of 2.84 days, giving an organic loading rate 3.7 kg COD.m-3.d-1. Total COD removal was around 94 % under that condition. In the second part of the study, feed COD's were varied from 9000 to 25000 mg.l-1. Whereas retention times ranged from 1.7 to 2.35 days and COD removal ranged from 92 to 94%.

KW - Ammonia inhibition

KW - Anaerobic treatment

KW - Bioenergy recovery

KW - Kinetic evaluation

KW - Landfill leachate

KW - Upflow anaerobic sludge blanket reactor (UASBR)

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M3 - Article

AN - SCOPUS:0033020513

SN - 1018-4619

VL - 8

SP - 389

EP - 396

JO - Fresenius Environmental Bulletin

JF - Fresenius Environmental Bulletin

IS - 5-6

ER -

Anaerobic UASBR treatment of young landfill leachate

Abstract

Keywords

UN SDGs

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