The Use of O₃ Advanced Oxidation Processes for Landfill Leachate Pretreatment

The final discharge point for collected landfill leachates is frequently the local municipal wastewater treatment facility. The salinity, color, and/or nutrient and organics contamination of leachates often necessitate some form of pre-treatment. When advanced oxidation processes (AOPs) are consider...

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Other Authors: Ghazi, Niloufar Mirsaeid (authoraut)
Format: Others
Language:English
English
Published: Florida State University
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Online Access:http://purl.flvc.org/fsu/fd/FSU_migr_etd-8606
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spelling ndltd-fsu.edu-oai-fsu.digital.flvc.org-fsu_1851422020-06-18T03:07:46Z The Use of O₃ Advanced Oxidation Processes for Landfill Leachate Pretreatment Ghazi, Niloufar Mirsaeid (authoraut) Chen, Gang (professor directing thesis) Clark, Clayton (committee member) Abichou, Tarek (committee member) Department of Civil and Environmental Engineering (degree granting department) Florida State University (degree granting institution) Text text Florida State University Florida State University English eng 1 online resource computer application/pdf The final discharge point for collected landfill leachates is frequently the local municipal wastewater treatment facility. The salinity, color, and/or nutrient and organics contamination of leachates often necessitate some form of pre-treatment. When advanced oxidation processes (AOPs) are considered for pre-treatment, the unique composition of dissolved organic matter (DOM) and the relatively high concentrations of some inorganic solutes in leachate will inhibit treatment efficiency. The most important benchmark for design of AOPs is the expected steady-state production of free radical (*OH). Without a quantitative assessment of total *OH consumption in high-strength waste water, like a landfill leachate, efficient AOP treatment is uncertain. For this reason, two landfill leachates, distinct in color, DOM, population served by municipal solid waste facility, and age of landfill, were characterized for *OH-scavenging using a well-established competition kinetics method. After stripping the samples of inorganic carbon, the DOM in leachate from mature (stabilized) landfill was found to react with *OH at a rate of 9.76 x 108 M-1s-1. However, DOM in leachate from newer landfill was observed to scavenge available *OH at a faster rate (8.28 x 109 M-1s-1). The combination of fast rate of reaction with *OH and abundance of DOM in the sampled leachate severely limited the contribution of *OH to degradation of an O3- and *OH-labile organic probe compound (bisphenol-a) in the ozonated mature leachate (f*OH= 0.03). Substantial dosing of both O3 and H2O2 (> 70 mg/L and >24 mg/L, respectively) may be required to see at least 1-log-removal (>90%) of an *OH-selective leachate contaminant (parachlorobenzoic acid) in a mature landfill leachate. A Thesis submitted to the Department of Civil and Environmental Engineering in partial fulfillment of the requirements for the degree of Master of Science. Fall Semester, 2013. September 13, 2013. Advanced Oxidation, Dissolved Organic Matter, Hydrogen peoxide, Hydroxyl radical, Landfill Leachate, Ozone Includes bibliographical references. Gang Chen, Professor Directing Thesis; Clayton Clark, Committee Member; Tarek Abichou, Committee Member. Civil engineering Environmental engineering FSU_migr_etd-8606 http://purl.flvc.org/fsu/fd/FSU_migr_etd-8606 This Item is protected by copyright and/or related rights. You are free to use this Item in any way that is permitted by the copyright and related rights legislation that applies to your use. For other uses you need to obtain permission from the rights-holder(s). The copyright in theses and dissertations completed at Florida State University is held by the students who author them. http://diginole.lib.fsu.edu/islandora/object/fsu%3A185142/datastream/TN/view/Use%20of%20O%E2%82%83%20Advanced%20Oxidation%20Processes%20for%20Landfill%20Leachate%20Pretreatment.jpg
collection NDLTD
language English
English
format Others
sources NDLTD
topic Civil engineering
Environmental engineering
spellingShingle Civil engineering
Environmental engineering
The Use of O₃ Advanced Oxidation Processes for Landfill Leachate Pretreatment
description The final discharge point for collected landfill leachates is frequently the local municipal wastewater treatment facility. The salinity, color, and/or nutrient and organics contamination of leachates often necessitate some form of pre-treatment. When advanced oxidation processes (AOPs) are considered for pre-treatment, the unique composition of dissolved organic matter (DOM) and the relatively high concentrations of some inorganic solutes in leachate will inhibit treatment efficiency. The most important benchmark for design of AOPs is the expected steady-state production of free radical (*OH). Without a quantitative assessment of total *OH consumption in high-strength waste water, like a landfill leachate, efficient AOP treatment is uncertain. For this reason, two landfill leachates, distinct in color, DOM, population served by municipal solid waste facility, and age of landfill, were characterized for *OH-scavenging using a well-established competition kinetics method. After stripping the samples of inorganic carbon, the DOM in leachate from mature (stabilized) landfill was found to react with *OH at a rate of 9.76 x 108 M-1s-1. However, DOM in leachate from newer landfill was observed to scavenge available *OH at a faster rate (8.28 x 109 M-1s-1). The combination of fast rate of reaction with *OH and abundance of DOM in the sampled leachate severely limited the contribution of *OH to degradation of an O3- and *OH-labile organic probe compound (bisphenol-a) in the ozonated mature leachate (f*OH= 0.03). Substantial dosing of both O3 and H2O2 (> 70 mg/L and >24 mg/L, respectively) may be required to see at least 1-log-removal (>90%) of an *OH-selective leachate contaminant (parachlorobenzoic acid) in a mature landfill leachate. === A Thesis submitted to the Department of Civil and Environmental Engineering in partial fulfillment of the requirements for the degree of Master of Science. === Fall Semester, 2013. === September 13, 2013. === Advanced Oxidation, Dissolved Organic Matter, Hydrogen peoxide, Hydroxyl radical, Landfill Leachate, Ozone === Includes bibliographical references. === Gang Chen, Professor Directing Thesis; Clayton Clark, Committee Member; Tarek Abichou, Committee Member.
author2 Ghazi, Niloufar Mirsaeid (authoraut)
author_facet Ghazi, Niloufar Mirsaeid (authoraut)
title The Use of O₃ Advanced Oxidation Processes for Landfill Leachate Pretreatment
title_short The Use of O₃ Advanced Oxidation Processes for Landfill Leachate Pretreatment
title_full The Use of O₃ Advanced Oxidation Processes for Landfill Leachate Pretreatment
title_fullStr The Use of O₃ Advanced Oxidation Processes for Landfill Leachate Pretreatment
title_full_unstemmed The Use of O₃ Advanced Oxidation Processes for Landfill Leachate Pretreatment
title_sort use of o₃ advanced oxidation processes for landfill leachate pretreatment
publisher Florida State University
url http://purl.flvc.org/fsu/fd/FSU_migr_etd-8606
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