Aqueous Ammonia Removal by Catalytic Ozonation in a Three-phase Fluidized Bed Reactor

碩士 === 中臺科技大學 === 環境與安全衛生工程系碩士班 === 106 === Semiconductor and some petrochemical industries generate high ammonia-containing wastewater, and their discharge into water body can cause eutrophication and threats to aquatic lives. Conventional biological treatment is limited to low concentration wastew...

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Main Authors: LIN, CI-YUN, 林慈雲
Other Authors: HSU, I-YUANG
Format: Others
Language:zh-TW
Published: 2018
Online Access:http://ndltd.ncl.edu.tw/handle/ha27fe
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spelling ndltd-TW-106CTC007070042019-05-30T03:50:42Z http://ndltd.ncl.edu.tw/handle/ha27fe Aqueous Ammonia Removal by Catalytic Ozonation in a Three-phase Fluidized Bed Reactor 以臭氧/針鐵礦三相流體化床處理水中氨氮 LIN, CI-YUN 林慈雲 碩士 中臺科技大學 環境與安全衛生工程系碩士班 106 Semiconductor and some petrochemical industries generate high ammonia-containing wastewater, and their discharge into water body can cause eutrophication and threats to aquatic lives. Conventional biological treatment is limited to low concentration wastewater with slow reaction rate as compared to chemical oxidation. However, the end product of oxidized ammonia is nitrate, which also causes eutrophication. In this study, a three-phase fluidized bed reactor was used to treat ammonia-containing wastewater with ozone and goethite as the catalyst. The effects of pH, weights of catalyst, and addition of Br- were examined. Results indicate part of the ammonia was converted toN2. Effect of pH influences the reaction rate dramatically. The second order reaction rate constant at pH 9 and 6 were 20.6 and 0.13 M-1s-1, respectively. This result is consistent with the molar fraction of molecular ammonia, the only reactive species with ozone or hydroxyl radical instead of ammonium, at corresponding pHs. The conversion to nitrogen gas was higher with the increasing amount of catalyst applied. The conversion to nitrogen gas with 0.75 and 2.3 kg catalyst at pH 9 were 14 and 55%, respectively. Ozone demands with catalyst were about 10% lower than without using catalyst at pH 6 and 9. Though the use of catalyst can convert ammonia to N2, the ammonia reaction rates were not was not enhanced. The addition of Br- enhanced the conversion to N2. The mechanism for converting ammonia to N2 is proposed. The generated HO‧ reacts with Cl- or Br- to form Cl‧ or Br -, which in turn converted to form HOCl or HOBr, and proceeds the so-called “break-point dechlorination” to form N2. A batch experiment was conducted by controlling different amount of Cl-, and results confirmed the N2 formation is propotional to the amount of Cl- applied in the system. Keyword:catalytic ozonation ; three-phase fluidized bed; ammonia HSU, I-YUANG 許益源 2018 學位論文 ; thesis 138 zh-TW
collection NDLTD
language zh-TW
format Others
sources NDLTD
description 碩士 === 中臺科技大學 === 環境與安全衛生工程系碩士班 === 106 === Semiconductor and some petrochemical industries generate high ammonia-containing wastewater, and their discharge into water body can cause eutrophication and threats to aquatic lives. Conventional biological treatment is limited to low concentration wastewater with slow reaction rate as compared to chemical oxidation. However, the end product of oxidized ammonia is nitrate, which also causes eutrophication. In this study, a three-phase fluidized bed reactor was used to treat ammonia-containing wastewater with ozone and goethite as the catalyst. The effects of pH, weights of catalyst, and addition of Br- were examined. Results indicate part of the ammonia was converted toN2. Effect of pH influences the reaction rate dramatically. The second order reaction rate constant at pH 9 and 6 were 20.6 and 0.13 M-1s-1, respectively. This result is consistent with the molar fraction of molecular ammonia, the only reactive species with ozone or hydroxyl radical instead of ammonium, at corresponding pHs. The conversion to nitrogen gas was higher with the increasing amount of catalyst applied. The conversion to nitrogen gas with 0.75 and 2.3 kg catalyst at pH 9 were 14 and 55%, respectively. Ozone demands with catalyst were about 10% lower than without using catalyst at pH 6 and 9. Though the use of catalyst can convert ammonia to N2, the ammonia reaction rates were not was not enhanced. The addition of Br- enhanced the conversion to N2. The mechanism for converting ammonia to N2 is proposed. The generated HO‧ reacts with Cl- or Br- to form Cl‧ or Br -, which in turn converted to form HOCl or HOBr, and proceeds the so-called “break-point dechlorination” to form N2. A batch experiment was conducted by controlling different amount of Cl-, and results confirmed the N2 formation is propotional to the amount of Cl- applied in the system. Keyword:catalytic ozonation ; three-phase fluidized bed; ammonia
author2 HSU, I-YUANG
author_facet HSU, I-YUANG
LIN, CI-YUN
林慈雲
author LIN, CI-YUN
林慈雲
spellingShingle LIN, CI-YUN
林慈雲
Aqueous Ammonia Removal by Catalytic Ozonation in a Three-phase Fluidized Bed Reactor
author_sort LIN, CI-YUN
title Aqueous Ammonia Removal by Catalytic Ozonation in a Three-phase Fluidized Bed Reactor
title_short Aqueous Ammonia Removal by Catalytic Ozonation in a Three-phase Fluidized Bed Reactor
title_full Aqueous Ammonia Removal by Catalytic Ozonation in a Three-phase Fluidized Bed Reactor
title_fullStr Aqueous Ammonia Removal by Catalytic Ozonation in a Three-phase Fluidized Bed Reactor
title_full_unstemmed Aqueous Ammonia Removal by Catalytic Ozonation in a Three-phase Fluidized Bed Reactor
title_sort aqueous ammonia removal by catalytic ozonation in a three-phase fluidized bed reactor
publishDate 2018
url http://ndltd.ncl.edu.tw/handle/ha27fe
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AT líncíyún yǐchòuyǎngzhēntiěkuàngsānxiāngliútǐhuàchuángchùlǐshuǐzhōngāndàn
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