Concurrent Removal Nitrogen and Phosphorus of Wastewater in Continuous-flow Chemical Precipitation Method Connect with O/A2/O Procedure

碩士 === 國立勤益科技大學 === 化工與材料工程系 === 102 === In a wastewater treatment system, wish to simultaneous removal of organic carbon, nitrogen , and phosphorus is really have some contradictions (such as treatment procedures and physiological properties of microorganisms ). Therefore, how to achieve this goal...

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Main Authors: Hung-Wei Siao, 蕭宏偉
Other Authors: Chun-Mei Lu
Format: Others
Language:zh-TW
Published: 2014
Online Access:http://ndltd.ncl.edu.tw/handle/21788616017015178223
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spelling ndltd-TW-102NCIT50630192017-02-19T04:30:28Z http://ndltd.ncl.edu.tw/handle/21788616017015178223 Concurrent Removal Nitrogen and Phosphorus of Wastewater in Continuous-flow Chemical Precipitation Method Connect with O/A2/O Procedure 連續流式化學沉降程序結合O/A2/O程序於廢水同時脫氮除磷之探討 Hung-Wei Siao 蕭宏偉 碩士 國立勤益科技大學 化工與材料工程系 102 In a wastewater treatment system, wish to simultaneous removal of organic carbon, nitrogen , and phosphorus is really have some contradictions (such as treatment procedures and physiological properties of microorganisms ). Therefore, how to achieve this goal is a major topic on wastewater treatment in the current. In this study, a continuous-flow method treatment system was composed of chemical precipitation connect with activated sludge process, in order to investigate organic carbon, nitrogen and phosphorus removal efficiency in wastewater. Our activated sludge process can form three different procedures; these are A2/O, O/A/O and O/A2/O, respectively. HRT of chemical precipitation is 2.5 hr, adding 2.0 % of calcium hydroxide as a coagulant to regulate pH of synthetic wastewater from 5.6 to 8.6. HRT is 7.5 hr on subsequent activated sludge process. So, system total HRT is 10 hr. The connect with A2/O procedure has the lowest removal capacity; the removal efficiency of TP , PO43-, NH4+-N, and COD is 38.8 %, 39.4 %, 40.1 %, and 52.6 %. The connect with O/A/O procedure has the optimum removal capacity of NH4+-N; the removal efficiency of TP , PO43-, NH4+-N, and COD is 52.9 %, 53.2 %, 60.9 %, and 56.7 %. When connect with O/A2/O procedure, the removal efficiency of TP , PO43-, NH4+-N, and COD is 62.1 %, 61.8 %, 56.3 %, and 85.0 %. O/A2/O procedure compared to O/A/O procedure. Although removal efficiency of NH4+-N decreased slightly; but the removal efficiency of TP was improved 9.2 %; and the removal efficiency of PO43- was improved 8.6 %; and he removal efficiency of COD was improved 28.3 %. Which may be due to the O/A2/O procedure had complete process, relatively. So the inhibiting effect of Nitrite or Nitrate against PAOs was feeble; and enable more carbon source could be utilized by microorganisms, than other procedures. Chun-Mei Lu 呂春美 2014 學位論文 ; thesis 88 zh-TW
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description 碩士 === 國立勤益科技大學 === 化工與材料工程系 === 102 === In a wastewater treatment system, wish to simultaneous removal of organic carbon, nitrogen , and phosphorus is really have some contradictions (such as treatment procedures and physiological properties of microorganisms ). Therefore, how to achieve this goal is a major topic on wastewater treatment in the current. In this study, a continuous-flow method treatment system was composed of chemical precipitation connect with activated sludge process, in order to investigate organic carbon, nitrogen and phosphorus removal efficiency in wastewater. Our activated sludge process can form three different procedures; these are A2/O, O/A/O and O/A2/O, respectively. HRT of chemical precipitation is 2.5 hr, adding 2.0 % of calcium hydroxide as a coagulant to regulate pH of synthetic wastewater from 5.6 to 8.6. HRT is 7.5 hr on subsequent activated sludge process. So, system total HRT is 10 hr. The connect with A2/O procedure has the lowest removal capacity; the removal efficiency of TP , PO43-, NH4+-N, and COD is 38.8 %, 39.4 %, 40.1 %, and 52.6 %. The connect with O/A/O procedure has the optimum removal capacity of NH4+-N; the removal efficiency of TP , PO43-, NH4+-N, and COD is 52.9 %, 53.2 %, 60.9 %, and 56.7 %. When connect with O/A2/O procedure, the removal efficiency of TP , PO43-, NH4+-N, and COD is 62.1 %, 61.8 %, 56.3 %, and 85.0 %. O/A2/O procedure compared to O/A/O procedure. Although removal efficiency of NH4+-N decreased slightly; but the removal efficiency of TP was improved 9.2 %; and the removal efficiency of PO43- was improved 8.6 %; and he removal efficiency of COD was improved 28.3 %. Which may be due to the O/A2/O procedure had complete process, relatively. So the inhibiting effect of Nitrite or Nitrate against PAOs was feeble; and enable more carbon source could be utilized by microorganisms, than other procedures.
author2 Chun-Mei Lu
author_facet Chun-Mei Lu
Hung-Wei Siao
蕭宏偉
author Hung-Wei Siao
蕭宏偉
spellingShingle Hung-Wei Siao
蕭宏偉
Concurrent Removal Nitrogen and Phosphorus of Wastewater in Continuous-flow Chemical Precipitation Method Connect with O/A2/O Procedure
author_sort Hung-Wei Siao
title Concurrent Removal Nitrogen and Phosphorus of Wastewater in Continuous-flow Chemical Precipitation Method Connect with O/A2/O Procedure
title_short Concurrent Removal Nitrogen and Phosphorus of Wastewater in Continuous-flow Chemical Precipitation Method Connect with O/A2/O Procedure
title_full Concurrent Removal Nitrogen and Phosphorus of Wastewater in Continuous-flow Chemical Precipitation Method Connect with O/A2/O Procedure
title_fullStr Concurrent Removal Nitrogen and Phosphorus of Wastewater in Continuous-flow Chemical Precipitation Method Connect with O/A2/O Procedure
title_full_unstemmed Concurrent Removal Nitrogen and Phosphorus of Wastewater in Continuous-flow Chemical Precipitation Method Connect with O/A2/O Procedure
title_sort concurrent removal nitrogen and phosphorus of wastewater in continuous-flow chemical precipitation method connect with o/a2/o procedure
publishDate 2014
url http://ndltd.ncl.edu.tw/handle/21788616017015178223
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