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完整後設資料紀錄
DC 欄位 | 值 | 語言 |
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dc.contributor.advisor | 林正芳 | |
dc.contributor.author | Jack Jih-Wei Lan | en |
dc.contributor.author | 藍日偉 | zh_TW |
dc.date.accessioned | 2021-06-08T06:58:10Z | - |
dc.date.copyright | 2009-07-16 | |
dc.date.issued | 2009 | |
dc.date.submitted | 2009-07-09 | |
dc.identifier.citation | Barness, D. and Bliss, P.J., 1983, “Biological Control of Nitrogen in Wastewater Treatment”, 1st Edition, E&F.N. Spoon Ltd., New York
Benefield, L. and Krauth, K., 1980, “Biological Process Design for Wastewater Treatment”, Prentice-Hall, Inc., Englewood Cliffs, New Jersey Bitton, G. 1994. “Wastewater Microbiology”, Wiley-Liss, New York Boller, M. and Gujer, W. 1986. “Nitrification in tertiary trickling filter nitrification towers”, J. Wat. Poll. Contr. Fed. , 58:60. Christensen, M.J. and Harremoes,P., 1978, “Nitrification and denitrification in wastewater treatment”, Water Pollution Microbiology, Vol. 2, R. Mitchell, Ed. Wiley, New York, pp. 391-414, 28. Claus G, Kutzner H.J., 1985a, “Physiology and kinetics of autotrophic denitrification by Thiobacillus denitrificans”. Appl Microbiol Biotechnol 22:283–288 Dawson R.N. and Murphy K.L., 1973, “Factors Affecting Biological Denitrification in Wastewater”, Advance in Waste pollution Research, Vol.11, Pergamon Press Oxford. Hitdlebaugh, J.A. and Miller, R.D. 1981. “Operational problems with rotating biological contactors”, J. Wat. Poll. Contr. Fed., 53:1283-1293. Horan, N.J. 1989. “Biological Wastewater Treatment Systems”, John Wiley & Sons, Rochester, New York. Knowles, J., Downing, A.L and Barret, M.T. 1965. “Determination of Kinetics Constants for nitrifying bacteria in mixed culture with the aid of electronic computer. The Journal of general microbial. 28, 263-278 Knowles R., 1982, “Denitrification”. Microbiol Rev 46:43–70 Koike I. and Hattori I. 1975. “Growth yield of a denitrification bacterium, Pseudomonas denitrification, under aerobic and denitrifying condition”. J. Gen. Microbiol. 88:1-10 Mattiasson B., 1983, “In immobilized cells and organelles”, ed. B. Mattiasson. CRC Press, Boca Raton, FL, 1: 3-25 McCarty, P. L. et al., 1969, 'Biological Denitrification of Wastewaters by the Addition of Organic Materials.” Water Res., 6, 71-83. Metcalf & Eddy, 2003, “Wastewater Engineering Treatment and Reuse, 4th eds”, Revised by Tchobanoglos, G., Burton, F.L., and Stensel H.D., McGraw-Hill, New York. Payne, W. J., 1973, Reduction of nitrogenous oxides by microorganisms, Bacteriol. Rev., 37: 409-452 Prakasam, T.B.S. and Loehr, R.C., 1972, “Microbial nitrification and denitrification in concentrated wastews”, Wat. Res., 6: pp.859-869. Sprend J. I., 1987, “The ecology of the nitrogen cycle”., Cambridge University Press., Cambridge, New York, New Rochella, Melbournee, Sidney Rittmann, B. E. and P. L. McCarty., 200,. Environmental Biotechnology: Principles and Applications. McGraw-Hill Book Co., New York. Wheatland A.B., Barnett M.J. and Bruce A.M., 1959, “Some Observations on Denitrification in River and Estuaries. Inst. Sewage Purif. J. Proc., pp.149. Wild, H. E. Jr., Sawyer, C. N., and McMahon, T. C., 1971, “Factors Affecting Nitrification Kinetics,” Journal WPCF vol. 43, 3, pp. 1845-1854.126 Yang, P.Y., and Myint, T.T., 2003, “Integrating EMMC Technology for Treatment of Wastewater Containing DMSO for Reuse in Semiconductor Industries”, Clean Technologies and Environmental Policy, 6, pp. 43-50. Yang, P.Y., Cai, T., and Wang, M.L., 1988, “Immobilized Mixed Microbial Cells for Wastewater Treatment”, Biological Wastes, 23, 295-312. Yang, P.Y., Cao, K. and Kim, S.J., 2002, “Entrapped-Mixed Microbial Cell Process for Combined Secondary and Tertiary Wastewater Treatment”, Wat. Envir. Res. 74, pp. 226-234 Yang, P.Y., Qian, X., and Maekawa, T., 2001, “Evaluation of Direct Removal of Nitrate with Entrapped Mixed Microbial Cell Technology Using Ethanol as the Carbon Source”, Water Environment Research, 73(5), pp. 584-589. Yang, P.Y., Zhang, Z. Q. and Jeong, B.G., 1997, “Simultaneous Removal of Carbon and Nitrogen Using and Entrapped-Mixed-Microbial-Cell Process”, Wat. Res., vol. 31, No. 10, pp. 2617-2625. 127 Zaborsky, O., 1973, “Immobilized enzymes”, Cleveland, Ohio: Chemical Rubber Company Press Zehnder A. J. B., 1988, “Biology of anaerobic microorganism”, John Wiley & Sons, New York. 陳國誠, “微生物酵素工程學”, 藝軒,1989 | |
dc.identifier.uri | http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/25993 | - |
dc.description.abstract | 固定化生物法在廢水處理上有許多優點,包括易於製備、菌體穩定而不易失去活性、結合強度佳、污泥體積小、操作簡單及操作費用低等優點。因而本研究以採用生活污水廠之活性污泥並以三醋酸纖維素(cellulose triacetate)包覆,並製作成固定化生物粒,以做為處理生活污水及液晶面板製程廢水,同時評估碳、氮之去除效率對於水力停留時間(hydraulic retention time,HRT)及曝氣比值(aeration ratio)對處理效率的影響。
本研究有A廠跟B廠兩組實驗,A廠以生活污水處理廠調節池原水做為實驗之進流水,而B廠則以液晶面板製造廠之製程廢水為進流水。A廠的實驗分成三個階段進行,第一階段先以原水為進流水,第二階段以原進流水並添加合成廢水(COD為300 mg/L),而第三階段則以原進流水並添加碳酸鈣及甲醇化作為試驗。B廠實驗也是分為三個階段,全程使用廠內廢水處理單元之進流水為實驗處理原水。 實驗操作時,先以24hrs HRT進行,待穩定後再以不同HRT(12、9及6 hrs)和不同曝氣比值(連續曝氣、1ON:1OFF、1 ON:2 OFF、2 ON:1 OFF及2 ON:2 OFF)為操作條件觀察固定生物粒之處理效率。 結果顯示,在HRT為12 hrs的操作下, COD去除率(90%)最穩定;而以相同的HRT下進行,當曝氣比值A廠以1 ON:2 OFF 及B廠以2 ON:1 OFF 的操作時,則分別有86%(有添加甲醇)及40%的總氮(total nitrogen, TN)的去除率。 | zh_TW |
dc.description.abstract | Biological cell entrapment technique has many advantages in the application of wastewater treatment include simple preparation, low effluent suspended solid content, better mechanical strength and low operation cost. In this study, the bio-carriers were prepared by using cellulose triacetate to entrapped aerobic sludge obtained from domestic wastewater treatment plant, domestic and Thin Film Transistor Liquid Crystal Display (TFT-LCD) industry wastewater treated with bio-carriers. Therefore, this research attempts to investigate the removal efficiency of carbon and nitrogen of application of the cell entrapment technique with different hydraulic retention time (HRT) and aeration ration.
In this study, two sets of experiment were carried out for the examination of system performance. Set A use influent from domestic wastewater treatment plant and Set B use influent from TFT-LCD industry’s wastewater treatment plant, each set of experiment has three stages of test. In set A experiment, raw wastewater was used as the influent, synthetic wastewater was added with raw wastewater in stage two, calcium carbonate and methanol were added in stage three combined with raw wastewater. Site B use raw wastewater as influent during three stages of test. In order to explore the nitrogen removal efficiency of the bio-carriers, both sets of experiment were operated at different HRT (12, 9 and 6 hrs) and aeration ratio (1ON:1OFF, 1 ON:2 OFF, 2 ON:1 OFF and 2 ON:2 OFF). The results shows that the biological cell-entrapment technique at HRT 12hrs and intermitted aeration of 1 ON:2 OFF and 2 ON:1 OFF could remove COD effectively (90%) and the highest removal efficiencies of nitrogen when adding and without adding methanol were 86% and 40%, respectively. | en |
dc.description.provenance | Made available in DSpace on 2021-06-08T06:58:10Z (GMT). No. of bitstreams: 1 ntu-98-R96541134-1.pdf: 1443856 bytes, checksum: 444817bbd98d988b738e9058dd520fb2 (MD5) Previous issue date: 2009 | en |
dc.description.tableofcontents | 摘要 I
Abstract II 目錄 IV 圖目錄 V 表目錄 VI 第一章 前言及研究目的 1 第二章 文獻回顧 2 2-1 環境之氮循環與影響 2 2-1-1 氮處理原理 3 2-1-1 生物除氮 3 2-2 硝化作用(Nitrification) 5 2-2-1 影響硝化之因素 5 2-3 脫硝作用(Denitrification) 6 2-3-1 影響脫硝之因素 7 2-4 固定化微生物技術 9 2-4-1 固定化技術於廢水處理之應用 9 第三章 材料及研究方法 11 3-1 研究流程 11 3-2 實驗廠址背景 13 3-3 實驗方法 13 3-3-1 實驗設備 14 3-3-2 固定化生物粒製作 17 3-4 實驗分析 18 3-5 數據計算 18 第四章 結果與討論 19 4-1 A廠實驗 19 4-1-1 第一階段 19 4-1-2 第二階段 21 4-1-3 第三階段 21 4-2 B廠實驗 27 4-2-1 第一批次 27 4-2-2 第二批次 31 4-2-3 第三批次 34 第五章 結論與建議 37 5-1 結論 37 5-2 建議 38 參考文獻 39 | |
dc.language.iso | zh-TW | |
dc.title | 應用固定生物法進行廢污水除氮研究 | zh_TW |
dc.title | Enhancement of Nitrogen Removal by Biological Cell-Entrapment Technique | en |
dc.type | Thesis | |
dc.date.schoolyear | 97-2 | |
dc.description.degree | 碩士 | |
dc.contributor.oralexamcommittee | 林郁真,康佩群 | |
dc.subject.keyword | 固定生物法,硝化,脫硝, | zh_TW |
dc.subject.keyword | cell entrapment,nitrification,denitrification, | en |
dc.relation.page | 41 | |
dc.rights.note | 未授權 | |
dc.date.accepted | 2009-07-09 | |
dc.contributor.author-college | 工學院 | zh_TW |
dc.contributor.author-dept | 環境工程學研究所 | zh_TW |
顯示於系所單位: | 環境工程學研究所 |
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