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  1. NTU Theses and Dissertations Repository
  2. 工學院
  3. 環境工程學研究所
請用此 Handle URI 來引用此文件: http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/42363
完整後設資料紀錄
DC 欄位值語言
dc.contributor.advisor曾四恭(Szu-Kung Tseng)
dc.contributor.authorYuan-De Houaen
dc.contributor.author侯遠德zh_TW
dc.date.accessioned2021-06-15T01:12:39Z-
dc.date.available2013-07-31
dc.date.copyright2009-07-31
dc.date.issued2009
dc.date.submitted2009-07-30
dc.identifier.citation1.Abeling V, Seyfried C F.1992. Anaerbolic-aerobic treatment of high-strength
ammonium wastewater nitrogen removal via nitrite. Wat. Sci. Tech.,26(5/6): 1007~1015
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processes for water nitrification. Wat. Sci. Tech. 26(5/6): 1243~1258
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4.Chang, C.-C., and S.-K. Tseng. 1998. Immobilization of Alcaligenes eutrophus
using PVA crosslinked with sodium nitrate. Biotechnology Techniques 12:865
5.Dyrset N, Selmer-Olsen E.1998. Feed Supp lement Recovered from Dairy
Wastewater by Biological and Chemical Pretreatment.Journal of Chemical
Technology & Biotechnology.73(3) : 175~182
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nitrogin removing bacteria: application to industrial wastewater. Wat. Res. 32(10): 2995~3000
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(ARIKA) with a respirograpHic biosensor. Wat. Sci. Tech.30(4): 275~284
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without organic loading in suspended-growth reactor. Wat. Res.24 (3): 297~301
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Autotrophic ammonium-oxidising bacteria in Swedish mor humus.Soil Biology and Biochemistry.31: 839~847
10.Luck F.1999.Wet Air Oxidation: Past Present and Future.Catelysis Today. 53: 81~91
11.Laanbroek H J, Bodelier P L E, Gerards S. 1994.Oxygen consumption
kinrticsof Nitrosomonas europaea and Nitrobacter hamburgensis grown in mixed continuous cultures at different ocygen concentrations. Arch. Microbio1. (161): 156~162
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Biotreatment for TextileWaster Decolorization and COD Reduction.American Dyestuff Reporter, , 88 (7 /8) : 28
13.Mulder A, van de Graaf A A, Robertson LA and Kuenen JG.1998. Anaerobic ammonium oxidation discovered in a denitrifying fluidized bed reactor. FEMS microbial Eco1.16:177~184
14.Quinalan A V.1984.Prediction of the optimum pH for ammonia-N oxidation by Nitrosomonas europaea in well-aerated natural and domestic wastewater. Water Research (18): 561~566
15.Ruiz G,Jeison D,Rubilar O.2006. Nitrification-denitrification via nitrite accumulation for nitrogen removal form wastewaters. bioresource Technology.97(2):330~335
16.Strous M,Kuenen J G , Jetten M S M.1999. Key physiology of anaerobic ammonium oxidation. Appl Environ Microbiol.65(7): 3248~3250
17. Sayavedra-Soto, L. A., Hommes, N. G., and Arp, D. J. 1994. Characterization of the gene encoding hydroxylamine oxidoreductase in Nitrosomonas europaea. Journal of Bacteriology 176:504-510.
18.Turk O,Mavinic D S.1987. Benefits of using selective inhibition to remove nitrogen from highly nitrogenous wastes. Env Tech Lett.(8): 419~426
19.Tanaka K.1996.Application of nitrification by cells immobilized in polyethylene glycol.Prog. Biotech. (11(immobilized)): 622~632
20.Turk O,Mavinic D S.1989.Maintaining nitrite build-up in a system acclimated to free ammonia. Water Research.23(11):1383~1388
21.Trinkel M, Trettnak W, Freininger F, Benes R, O Leary P, Wolfbeis OS. 1997. Optochemical sensor for ammonia based on a lipophilized pH indicator in a hydrophobic matrix. International Journal Of Environmental Analytical Chemistry . 67(1~4) : 237~251
22.Van de Graaf A A, De Bruijn P, Robertson LA, Jetten M S M, R, Kuenen J G.1997. Metabolic pathway of anaerobic ammonium oxidation on the basis of N-15 studies in a fluidized bed reactor. Microbiology.143(7): 2415~2421
23. Wookeun Bae, Seungcheon Baek, Jinwook Chung & Yongwoo Lee.2002. Optimal operational factors for nitrite accumulation in batch reactors. Biodegradation 12: 359~366
24.Zhu Wanpeng,Bin Yuejing,Li Zhonghe.2002.Application of Catalytic Wet Air Oxidation for the treatment of H-acid Manufacturing Process Wastewater. Water Research. 36:1947~1954
25.吳祚樟.2007.固定化細胞進行部份硝化與厭氧氨氧化程序之可行性評估. 臺灣大學環境工程學研究所碩士論文
dc.identifier.urihttp://tdr.lib.ntu.edu.tw/jspui/handle/123456789/42363-
dc.description.abstract傳統生物脫氮技術在低氨氮濃度、高碳源的水處理廠中己獲得廣泛利用,但對於氨氮濃度高且C/N比偏低的廢水,其氨佳。尤其氨氮亞硝酸鹽化比傳統的生物脫氮程序可具氮去除效果則反應不有低耗能、降低碳源供給、反應時間降低等優點;固定化技術除具有保護微生物不易流失外還兼具增加微生物對周遭不良環境負荷之抵抗力之優點,兩者都算是目前廢水處理的研究重點之一。
本研究利用亞硝酸鹽化技術與固定化優點,將氨氧化菌污泥加以固定化研討其亞硝酸鹽化反應之能力,包括氨氮之降解能力及亞硝酸鹽氮的生成速率,評估這項技術的可行性,試驗分別以懸浮性含氨氧化菌之污泥與固定化製作之含氨氧化菌之污泥,進行氨氮亞硝酸鹽化反應之比較,實驗條件控制在溫度35℃、pH=7.8~8.0、溶氧濃度0.5、1.0、2.0、3.0、4.0,5.0 mg/L,氨氮濃度調整在600~100 mg/L範圍內,觀察氨氮、亞硝酸鹽氮,硝酸鹽氮,隨反應時間之變化情形,並由不同氨氮濃度之降解速率,分析氨氮氧化之反應動力式。
由結果可發現將氨氧化菌污泥製作成固定化細胞後,進行氨氮之亞硝酸鹽化反應,反應不受溶氧濃度之影響,且可藉由DO濃度的調整,控制亞硝酸鹽氮之產生率,操作彈性大,是一項很好改良處理技術,且符合michaelis-menten動力方程式。
zh_TW
dc.description.abstractTraditional denitrification technology was widely used in sewage treatment plants with low ammonia nitrogen concentration and high carbon source. The removal of ammonia nitrogen revealed low efficiency in treating wastewater with high ammonia nitrogen concentration and low C/N ratio. The advantage of ammonia nitrogen nitritation was low energy-source consumed, low carbon-source supplied and the reduced reaction time. Immobilization provided substratum that microorganisms attached on it and improved the resistance of environmental loading. Ammonia nitrogen nitritation and immobilization are both the priority of wastewater treatment.
This study applied the advantages of nitritation and immobilization to analyze the reaction of nitrite. The ammonia-oxidizing bacteria were immobilized to investigate the degradation of ammonia nitrogen and the production rate of nitrite nitrogen. The reactor experiments introduced suspended populations and immobilization of ammonia-oxidizing bacteria to carry out ammonia nitrogen nitritation. The temperature was controlled at 35℃, pH was maintained from 7.8 to 8.0, the concentration was arranged from 600 to 1000 mg/L, and the DO concentration was 0.5, 1.0, 2.0, 3.0, 4.0, 5.0 mg/L. The objective of the research was to observe the variations of NH3-N, NO2-N, and NO3-N with reaction time. Furthermore, this study analyzed the reaction kinetics of ammonia oxidation from ammonia degradation rate with different concentration.
From the results of the experiments, it revealed that the immobilization of ammonia-oxidizing bacteria was not influenced by DO concentration in ammonia nitrogen nitritation and the production rate of NO2-N can be regulated by DO concentration. This technology provides flexibility when removing ammonia nitrogen in wastewater and it react tally with Michaelis-Menten kinetics.
en
dc.description.provenanceMade available in DSpace on 2021-06-15T01:12:39Z (GMT). No. of bitstreams: 1
ntu-98-R94541118-1.pdf: 7615001 bytes, checksum: cb489b840a8c268043453f3065b641d2 (MD5)
Previous issue date: 2009
en
dc.description.tableofcontents中文摘要 II
英文摘要 IV
目 錄 VI
圖目錄 X
表目錄 XII
第一章 緒論 1
1.1 研究緣起及目的 1
1.2 研究內容 3
第二章 文獻回顧 5
2.1 自然界中氮循環 5
2.2 氮及化合物對環境的影響 6
2.2.1 污染來源 6
2.2.2 對環境的危害 7
2.3 脫氮程序 9
2.3.1 脫氮技術之物化方法 9
2.3.2 脫氮程序之生物方法 12
2.4 生物脫氮原理與方法 12
2.4.1 生物脫氮原理 12
2.4.2 硝化作用 13
2.4.3 脫硝作用 14
2.5 新型之生物脫氮程序 14
2.5.1 ANAMMOX技術 15
2.5.2 CANON技術 16
2.5.3 SHARON技術 17
2.5.4 SHARON-ANAMMOX技術 18
2.5.5 OLAND技術 18
2.6 部份硝化脫硝除氮之研究 19
2.6.1 部份硝化脫硝原理 19
2.6.2 部份硝化脫硝脫氮效率的影響因素 20
2.6.3 部份硝化脫硝之優點 24
2.7 固定化微生物技術與應用 24
2.7.1 微生物固定化技術之分類 25
2.8 michaelis-menten方程式 27
第三章 實驗設計與方法 29
3.1 氨氧化菌之馴養 29
3.1.1 活性污泥來源 29
3.1.2 氨氧化菌之馴養 29
3.2 固定化細胞之製作 30
3.3 批次實驗 30
3.3.1 懸浮細胞之批次試驗 30
3.3.2 固定化細胞之活化與批次試驗 30
3.4 實驗設備與水質分析 31
3.4.1 實驗設備 31
3.4.2 水質分析 32
第四章 結果與討論 33
4.1 懸浮氨氧化菌之活性試驗 33
4.1.1 氨氧化菌之馴養 33
4.1.2 氨氧化菌在不同溶氧濃度批次試驗 35
4.2 固定化氨氧化菌之固定化細胞製作及試驗 37
4.2.1 固定化氨氧化菌之活化 37
4.2.2 固定化氨氧化菌不同氨氮濃度之批次試驗 38
4.2.3 固定化氨氧化菌不同溶氧濃度之批次試驗 42
4.3 綜合討論 49
4.3.1 懸浮生長含氨氧化菌污泥與固定化氨氧化菌污泥亞硝酸鹽化反應之比較 49
4.3.2 固定化氨氧化菌之氨氮氧化反應動力 50
第五章 結論與建議 53
5.1 結論 53
5.2 建議 54
參考文獻 55
dc.language.isozh-TW
dc.title利用固定化細胞於氨氮亞硝酸鹽化之研究zh_TW
dc.titleStudies on immobilized cells of ammonium oxidizing
bacteria for partial nitrification process
en
dc.typeThesis
dc.date.schoolyear97-2
dc.description.degree碩士
dc.contributor.oralexamcommittee何俊明(JYUN-MING HE),馮宇柔(YU-ROU FONG)
dc.subject.keyword固定化細胞,氨氮亞硝酸鹽化,溶氧,michaelis-menten動力方程式,zh_TW
dc.subject.keywordimmobilized bacteria,ammonia nitrogen nitritation,dissolved oxygen,Michaelis-Menten kinetics,en
dc.relation.page57
dc.rights.note有償授權
dc.date.accepted2009-07-30
dc.contributor.author-college工學院zh_TW
dc.contributor.author-dept環境工程學研究所zh_TW
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