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完整後設資料紀錄
DC 欄位 | 值 | 語言 |
---|---|---|
dc.contributor.advisor | 林正芳(Cheng- Fang LIN) | |
dc.contributor.author | Chug-Chun Liu | en |
dc.contributor.author | 劉佳鈞 | zh_TW |
dc.date.accessioned | 2021-06-16T13:18:50Z | - |
dc.date.available | 2016-07-31 | |
dc.date.copyright | 2013-07-31 | |
dc.date.issued | 2013 | |
dc.date.submitted | 2013-07-26 | |
dc.identifier.citation | Alves, C.F., Melo, L. F., Vieira, M. J., 2002. Influence of medium composition on the characteristics of a denitrifying biofilm formed by Alcaligenes denitrificans in a fluidized bed reactor. Process Biochemistry 37, 837-845.
Anderson, I. C., Poth M., Homstead, J., Burdige, D., 1993. A comparison of NO and N2O production by autotrophic nitrifier Nitrosomonas europaea and the heterotrophic nitrifier Alcaligenes faecalis. Applied and Environmental Microbiology 59, 3525-3533. Arie, K., Jacob, B., Uri, S., Avi, S., 2005. Model Demonstrating the Potential for Coupled Nitrification Denitrification in Soil Aggregates. Environmental Science and Technology 39, 4180-4188. Bakti, N. A. K., Dick, R. I., 1992. A model for a nitrifying suspended-growth reactor incorporating intraparticle diffusional limitation. Water Research 26, 1681-1690. Barness, D., Bliss, P. J., 1983. Biological Control of Nitrogen in Wastewater Treatment, 1st Edition, E&F.N. Spoon Ltd., New York Beccari, M., Marani, D., Ramadori, R., 1979. A critical analysis of nitrification alternatives. Water Research 13, 185-192. Beccari, M., Passino, R., Ramadori, R., Tandoi, V., 1983. Kinetics of dissimilatory and nitrite reduction in suspended growth culture. Journal of Water Pollution Control Federation 55 (1), 58-64. Benefield, L., Krauth, K., 1980. Biological Process Design for Wastewater Treatment, Prentice-Hall Inc., Englewood Cliffs, New Jersey. Beuling, E. E.,. Van Den Heuvel, J. C, Ottengraf, S. P. P., 2000. Diffusion Coefficients of Metabolites in active biofilms. Biotechnology and Bioengineering 67, 53-60. Beun, J. J., Hendriks, A., van Loosdrrecht, M. C. M., Morgenroth, E., Wilderer, P. A., Heijnen, J. J., 1999. Aerobic granulation in a sequencing batch reactor. Water Research 33, 2283-2290. Beun, J. J., Van Loosdrecht, M. C. M., Heijnen, J. J., 2002. Aerobic granulation in asequencing batch airlift reactor. Water Research 36, 702-712. Bilanovic, D., Battistoni, P., Cecchi, F., Pavan, P., Mata-alvarez, J., 1999. Denitrification under high nitrate concentration and alternating anoxic conditions. Water Research 33 (15), 3311-3320. Bock, E., Schmidt, I., Stuven, R., Zart, D., 1995. Nitrogen loss caused by denitrifying Nitrosomonas cells using ammonium or hydrogen as electron donors and nitrite as electron acceptors. Archieve of Microbiology 163, 16-20. Bowman, R. A. Focht, D. D., 1974. The influence of glucose and nitrate concentrations upon denitrification rates in sandy soil. Soil Biology and Biochemistry 6, 297-301. Bruce, E. R., Perry, L. M., 2001. Environmental Biotechnology: Pronciples and Applications. McGraw-Hill, New York. Carter, J. P., Hsiao, Y. H., Spiro, S., Richardson, D. J., 1995. Soil and sediment bacteria capable of aerobic nitrate respiration. Applied and Environmental Microbiology 61, 2852-2858. Cervantes, F., Monroy, O., Gomez, J., 1998. Accumulation of intermediates in a denitrifying process at a different copper and high nitrate concentrations. Biotechnology Letter 20, 959-961. Chamchoi, N., Nitisoravut, S., 2007 Anammox enrichment from different conventional sludges. Chemosphere 66 (11), 2225-2232. Chang, C. T., Chen, B. Y., Shiu. I. S., Jeng, F. T., 2004. Biofiltration of trimethylamine-containing waste gas by entrapped mixed microbial cells. Chemosphere 55 (5), 751-756. Charley, R. C., Hooper, D. G., McLee, A. G., 1980. Nitrification kinetics in activated sludge at various temperatures and dissolved oxygen concentrations. Water Research 14 (12), 1387-1396. Cho, E. S., Zhu, J, Yang, P. Y., 2007. Intermittently aerated EMMC-Biobarrel (entrapped mixed microbial cell with Bio-barrel) process for concurrent organic and nitrogen removal. Journal of Environmental Management 84, 257-265. Chudoba, J., Eech, J. S., Chudoba, P., 1985. The effect of aeration tank configuration on nitrification kinetics. . Journal of Water Pollution Control Federation 57 (11), 1078-1083. Dapena-Mora, A., Campos, J. L., Mosquera-Corral, A., Jetten, M. S. M., Mendez, R., 2004. Stability of the ANAMMOX process in a gas-lift reactor and a SBR. Journal of Biotechnology 110 (2), 159-170. Dawson, R. N., Murphy, K., 1973. Factors affecting biological denitrification on wastewater. Water Pollution Research 11, Pergamon Press, Oxford. Di Toro, D. M., Fitzpatrick, J. J., Thomann, R. V., 1983. Water Quality Analysis Simulation Program (WASP) and Model Verification Program (MVP) Documentation. Report submitted by Hydroscience , Inc. to EPA Environmental Research Laboratory, Duluth, MN. Dincer, A. R., Kargi, F., 2000. Kinetics of sequential nitrification and denitrification processes. Enzyme and Microbiology Technology 27 (1), 37-42. Dong, B., Jiang, S., 2009. Characteristics and behaviors of soluble microbial products in sequencing batch membrane bioreactors at various sludge retention times. Desalination 243, 240-250. Etterer, T., Wilderer, P. A., 2001. Generation and properties of aerobic granular sludge. Water Science and Technology 43 (3), 139-147 Fallah, N., Bonakdarpour, B., Nasernejad, B., Moghadam, M. R. A., 2010. Long-term operation of submerged membrane bioreactor (MBR) for the treatment of synthetic wastewater containing styrene as volatile organic compound (VOC): Effect of hydraulic retention time (HRT). Journal of Hazardous Material 178 ,718-724. Francis, C. W., Mankin, J. B., 1977. High Nitrate Denitrification in continuous flow-stirred reactors. Water Research 11 (3), 289-294. Gapes, D., Wilen, B. M., Keller, J., 2004. Mass transfer impacts in flocculent and granular biomass from SBR systems. Water Science and Technology 50 (10), 203-212. Gee, C. S., Suidan, M. T., Pfeffer, J. T., 1990. Modeling of nitrification under substrate-inhibiting conditions, Journal Environmental Engineering (ASCE) 116 (1), 18-31. Glass, C., Silverstein, J., 1998. Denitrification kinetics of high nitrate concentration water: pH effect on inhibition and nitrite accumulation. Water Research 32, 831-839. Gradly, C. P. L., Lim, H., 1980. Biological Wastewater Treatment. Dekker, New York Grady, G. T., Lim, H. C., 1999. Biological Wastewater Treatment. Marcel Dekker, New York. Gumaelius, L., 1996. Potential biomarker for denitrification of wastewater: effect of process variables and cadmium toxicity. Water Research 30, 3025-3031. Hellinga, C., Schellen, A. A. J. C., Mulder, J. W., van Loosdrecht, M. C. M., Heijnen, J. J., 1998. The sharon process: An innovative method for nitrogen removal from ammonium-rich wastewater. Water Science and Technology 37, 135-142 Her, J. J., Huang, J. S., 1995. Denitrifying kinetics involving the distributed ratio of reductases. Journal of Chemical Technology and Biotechnology 62 (3), 261-267. Holman, J. B., Wareham, D. G., 2005. COD, ammonia and dissolved oxygen time profiles in the simultaneous nitrification/denitrification process. Journal of Biochemical Engineering 22, 125-133 Hong, Z., Hanaki, K., Matsuo, T., 1994. Greenhouse gas - N2O production during denitrification in wastewater treatment. Water Science and Technology 28, 203-207. Horn, H., Hempel, D. C., 1998. Modeling mass transfer and substrate utilization in the boundary layer of biofilm systems. Water Science and Technology 37 (4-5), 139-147. Itokawa, H., Hanaki, K., Matsuo, T., 2001. Nitrous oxide production in high - loadingbiological nitrogen removal process under low COD/N ratio condition. Water Research 35, 657-664. Jang, A., Yoon, Y. H., Kim, I. S., Kim, K. S., Bishop, P. L., 2003. Characterization and evaluation of aerobic granules in sequencing batch reactor. Journal of biotechnology 105,71-82 Janssen, P. M., 1994. Operating experiences on two full-scale plants, retrofitted for biological phosphorus removal. In: Horan, N. J., Lowe, P., Stentiford, E. (eds) Nutrient removal from wastewaters. Technomic Publishing, Pennsylvania, 26. Jeong, E., Kim, H. W., Nam, J. Y., Anh, Y. T., Shin, H. S., 2010. Effects of the hydraulic retention time on the fouling characteristics of an anaerobic membrane bioreactor for treating acidified wastewater. Desalination and Water Treatment 18, 251-256. Jetten, M. S. M., Schmid, M., Schmidt, I., Wubben, M., van Dongen, U., Abma, W., 2002. Improved nitrogen removal by application of new nitrogen cycle bacteria. Reviews in Environmental Science and Biotechnology, 51– 63. Jetten, M. S. M., Logemann, S., Muyzer, G., Robertson, L. A., deVries, S., Van Loosdrecht, M. C. M., Kuenen, J. G., 1997. Novel principles in the microbial conversion of nitrogen compounds. Antonie Van Leeuwenhoek International Journal of General and Molecular Microbiology 71 (1-2), 75-93. Jetten, M., Wagner, M., Fuerst, J., van Loosdrecht, M., Kuenen, G.., Strous, M., 2001. Microbiology and application of the anaerobic ammonium oxidation ('anammox') process. Current Opinion in Biotechnology 12 (3), 283-288. Jetten, M. S. M., Strous, M., van de Pas-Schoonen, K. T., Schalk, J., Udo wan Dongen, G. J. M., van de Graaf, A. A., Logemann, S., Muyzer, G., van loosdrecht, M. C. M., Kuenen, J. G., 1999. The anaerobic oxidation of ammonium. FEMS Microbiol Reviews 22, 421-437. Joss, A., Salzgeber, D., Eugster, J., Konig, R., Rottermann, K., Burger, S., Fabijan, P., Leumann, S., Mohn, J. and Siegrist, H., 2009. Full-Scale Nitrogen Removal from Digester Liquid with Partial Nitritation and Anammox in One SBR. Environmental Science and Technology 43 (14), 5301-5306. Kim, S. J., Yang, P. Y., 2004. Two-stage entrapped mixed microbial cell process for simultaneous removal of organics and nitrogen for rural domestic sewage application. Water Science and Technology 49, 281-288. Knowles, R., 1982. Denitrification. Microbiology Reviews 46 (1), 43-70. Koike, I., Hattori, A., 1975. Growth yield of a denitrification bacterium, Pseudomonas denitrificans, under aerobic and denitrifying condition. Journal of General Microbiology 88, 1-10. Kong, Z., Vanrolleghem P., Verstraete, W., 1996. Simultaneous determination of inhibition kinetics of carbon oxidation and nitrification with a respirometer. Water Research 30 (4), 825-836. Kornaros, M., Zafiri C., Lyberatos, G., 1996. Kinetics of denitrification by Pseudomonas denitrificans under growth conditions limited by carbon and/or nitrate or nitrite. Water Environmental Research 68 (5), 934-945. Kremen, A., Bear, J., Shavit, U., Shaviv, A., 2005. Model demonstrating the potential for coupled nitrification denitrification in soil aggregates. Environmental Science and Technology 39, 4180-4188. Kuenen, J. G., 2008. Anammox bacteria: from discovery to application. Nature Reviews Microbiology 6 (4), 320-326. Lin, Y. H., 2008. Kinetics of nitrogen and carbon removal in a moving-fixed bed biofilm reactor. Applied Mathematical Modelling 32 ,2360–2377. Liu, Y., Liu, Q. S., 2006. Causes and control of filamentous growth in aerobic granular sludge sequencing batch reactors Biotechnology Advances 24, 115-127. Liu, Y., Tay, J. H., 2004. State of the art of biogranulation technology for wastewater treatment. Biotechnology 22, 553-563. Liu, Y. Q, Liu Y, Tay, J. H., 2005. Relationship between size and mass transfer resistance in aerobic granules. Letters in Apploed Microbiology 40, 312-315. Liu, C. C., Ng, K. K., Wu,C. J., Lin ,C. F., Hong, P. K. A., Yang, P. Y., 2013. Organics and nitrogen removal from wastewater across plate of entrapped mixed microbial cells. Journal of Environmental Science and Management 16(1), 29-35. Ludzack, F. J., Ettinger, M. B., 1962. Controlling operation to minimize activated sludge effluent nitrogen. Journal of Water Pollution Control Federation 34 (9), 920-931. Mateju, V., Cizinska, S., Krejci, J., Janoch. T., 1992. Biological water denitrification - A review. Enzyme and Microbial Technology 4, 170-183. Metcalf & Eddy Inc., 1991. Wastewater Engineering: Treatment, Disposal, Reuse. International editions, McGraw-Hill, New York. Morgenroth, E., Sherden, T., van Loodsrecht, M. . M., Hejinen, J. J., Wilderer, P. A., 1997. Aerobic granular sludge in a sequencing batch reactor. Water Research 31(12), 3191-3194. Mudliar, S., Banerjee, S., Vaidya,A. , Devotta,S., 2008. Steady state model for evaluation of external and internal mass transfer effects in an immobilized biofilm. Bioresource Technology 99, 3468-3474. Mulder, A., Vandegraaf, A. A., Robertson, L. A., Kuenen, J. G., 1995. Anaerobic ammonium oxidation discovered in a denitrifying fluidized-bed reactor. Fems Microbiology Ecology 16 (3), 177-183. Muller, E. B., Stouthamer, A. H., van Verseveld., H. W., 1995. Simultaneous NH3 oxidation and N2 production at reduced O2 tensions by sewage sludge subcultured with chemolithotrophic medium. Biodegradation 6, 339-349. Nakajima, M., Hayamizu, T., Nishimura, H., 1984. Inhibitory effect of oxygen on denitrication and denitrification in sludge from an oxidation ditch. Water Research 18, 339-343. Ng, K. K., Wu, C. J., You, L. Y., Kuo, C. S., Lin, C. F., Hong, A. P. K., Yang, P. Y., 2012. Bio-entrapped membrane reactor for organic matter removal and membrane fouling reduction. Desalination and Water Treatment 50, 59-66. Ni, B. J., Yu, H. Q., 2010. Mathematic modeling of aerobic granular sludge: A review. Biotechnology Advances 28, 895-909. Parkin, T. B., Tiedje, J. M., 1984. Application of a soil core method to investigate the effect of oxygen concentration on denitrification. Soil Biology and Biochemistry 16 (4), 331-334. Pochana, K., Keller, J., 1999. Study of factors affecting simultaneous nitrification and denitrification (SND). Water Science and Technology 39, 61-68. Poth, M., Focht, D. D., 1985. N-15 kinetic analysis of N2O production by Nitrosomonas europaea - an examination of nitrifire denitrification. Applied and Environmental Microbiology 49, 1134-1141. Qian, X., Yang, P. Y., Maekawa, T., 2001. Evaluation of Direct Removal of Nitrate with Entrapped Mixed Microbial Cell Technology Using Ethanol as the Carbon Source. Water Environmental Research 73, 584-589. Ren, N. Q. Chen, Z. B.Wang, A. J., Hu, D. X., 2005 .Removal of organic pollutants and analysis of MLSS-COD removal relationship at different HRTs in a submerged membrane bioreactor. International Biodeterioration and Biodegradatino 55, 279-284. Rodney, T., Venterea, D., Rolston. E., 2000. Mechanism and kinetics of nitric and nitrous oxide production during nitrification in agricultural soil. Global Change Biology 6, 303-316. Rowan, A. K., Snape, J. R., Fearnside, D., Barer, M. R., Curtis, T. P., Head, I. M., 2003. Composition and Diversity of Ammonia‐Oxidising Bacterial Communities in Wastewater Treatment Reactors of Different Design Treating Identical Wastewater. FEMS Microbiology Ecology 43(2), 195‐206. Schmid, M. C., Maas, B., Dapena, A., van de Pas-Schoonen, K., van de Vossenberg, J., Kartal, B,, van Niftrik, L., Schmidt, I., Cirpus, I., Kuenen, J. G., Wagner, M., Damste, J. S. S., Kuypers, M., Revsbech, N. P., Mendez, R., Jetten, M. S. M., Strous, M., 2005. Biomarkers for in situ detection of anaerobic ammonium-oxidizing (anammox) bacteria. Applied and Environmental Microbiology 71(4), 1677–1684. Schmid, M., Wachtmann, U. T., Klein, M., Strous, M., Juretschko, S., Jetten, M. S. M., Metzger, J. W., Schleifer, K. H. and Wagner, M., 2000. Molecular evidence for genus level diversity of bacteria capable of catalyzing anaerobic ammonium oxidation. Systematic and Applied Microbiology 23, 93-106. Schmid, M., Walsh K., Webb, R., Rijpstra, W. I. C., van de Pas-Schoonen, K. T., Verbruggen, M. J., Hill, T.,Moffett, B., Fuerst, J., Schouten, S., Damste’, J. S. S., Harris, J., Shaw, P., Jetten, M. S, M. and Strous, M., 2003. Candidatus“Scalindua brodae,” sp. nov., Candidatus “Scalindua wagneri,” sp. nov.: two new species of anaerobic ammonium oxidizing bacteria. Systematic and Applied Microbiology 26, 529–538. Schmidt, I., Bock, E., 1997. Anaerobic ammonia oxidation with nitrogen dioxide by Nitrosomonas eutropha. Archaeological Microbiology 167, 106-111. Schmidt, I., Bock, E., 1997. Anaerobic ammonia oxidation with nitrogen dioxide by Nitrosomonas eutropha. Microbiology 167, 106-111. Schmidt, I., Sliekers, O., Schmid, M., Bock, E., 2003. New concept of microbial treatment processes for the nitrogen removal in wastewater. FEMS Microbiology Reviews 27 (4), 481-492. Schmidt, I., Sliekers, O., Schmid, M., Bock, E., Fuerst, J., Kuenen, J.G., Jetten, M. S. M., Strous, M., 2003. New concepts of microbial treatment processes for the nitrogen removal in wastewater. FEMS Microbiology Reviews 27(4), 481-492. Schoberl, R. F., Ahlert, R. C., 1975. Kinetic Response of Pertur Bed Marine Nitrification Systems. Journal of Water Pollution Control Federation 47, 122-134. Shammas, N. K., 1986. Interactions of temperature, pH, and biomass on the nitrification process. Journal of Water Pollution Control Federation 58 (1), 52-59. Shieh, W. K., LaMotta, E. J., 1979. Effect of initial substrate concentration on the rate of nitrification in a batch experiment. Biotechnology and Bioengienering 21 (1), 201-211. Sliekers, A. O., Derworth, N., Gomez, J. L. C., Strous, M., Kuenen, J. G., Jetten, M. S. M., 2002. Completely autotrophic nitrogen removal over nitrite in one single reactor. Water Research 36, 2475-2482. Sliekers, A., Third, K. A., Abma, W., Kuenen, J. G.., and Jetten, M. S. M., 2003. CANON and anammox in a gas-lift reactor. FEMS Microbiology Letters 218(2), 339-344. Song, C.Y., Cho, E., Wang, Z., Yang, P. Y., 2006. Removal of organic and nitrogen and molecular weight distribution of residual soluble organic from entrapped mixed microbial cells and activated sludge processes. Water Environmental Research 78, 2501-2507. Stensel, H. D., Loehr R. C., Lawrence A. W., 1973. Biological kinetics of suspended-growth denitrification. Journal of Water Pollution Control Federation 45 (2), 249-261. Stouthamer, A. H., 1976. Biochemistry and genetics of nitrate reductase in bacteria. Advances in Microbial Physiology 14, 315-375. Strous, M., Fuerst, J. A., Kramer, E. H., Logemann S., Muyzer G., van de Pas-Schoonen, K.T., Webb, R., Kuenen, J. G., Jetten, M. S., 1999. Missing lithotroph identified as newplanctomycete. Nature. 400, 446-449. Strous, M., vanGerven, E., Kuenen, J. G., Jetten, M., 1997. Effects of aerobic and microaerobic conditions on anaerobic ammonium-oxidizing (Anammox) sludge. Applied and Environmental Microbiology 63 (6), 2446-2448. Su, K. Z., Yu , H. Q., 2006. A generalized model of aerobic granule-based sequencing batch reactor – I. Model development. Environmental Science and Technology 40, 4703-4708. Sun, D. D., Hay, C. T., Khor, S. L., 2006. Effects of hydraulic retention time on behavior of start-up submerged membrane bioreactor with prolonged sludge retention time. Desalination 195, 209-225. Takdastan, A., Mehrdadi, N., Azimi, A. A., Torabian, A., Bidhendi, G. N., 2009. Investigation of intermittent chlorination system in biological excess sludge reduction by sequencing batch reactors. Journal of Environmetnal Science and Health, Part A 6, 53-60. Tanaka, K., Tada, M., Kimata, T., Harada, S., Fujii, Y., Mizuguchi, T., Mori, N., Emori, H., 1991. Development of new nitrogen removal system using nitrifying bacteria immobilized in synthetic resin pellets. Water Science and Technology 23, 681-690. Tartakovsky, B., Kotlar, E., Sheintuch, M., 1996. Coupled Nitrification-Denitrification Processes in a Mixed Culture of Coimmobilized Cells: Analysis Experiment. Chemical Engineering Science 51 (10), 2327-2336. Tay, J. H., Ivanov, V., Pan, S., Tay, S. T. L., 2002. Specific layers in aerobically grown microbial granules. Letters Applied Microbiology 34, 254-257. Tay, J. H., Jiang, H. L., Tay, S. T. L., 2004. High-rate biodegradation of phenol by aerobically grown microbial granules. Journal of Environmental Engineering 130 (12), 1415-1423. Tchobanoglous, G., Burton, F. L., Stensel, H. D., 2003. Wastewater Engineering: Treatment and Reuse. McGraw‐Hill, New York, USA. Third, K. A., Sliekers, A .O., Kuenen, J. G., Jetten, M. S. M., 2001. The CANON system (completely autotrophic nitrogen-removal over nitrite) under ammonium limitation: Interaction and competition between three groups of bacteria. Systematic and Applied Microbiology 24 (4), 588-596. Trigo, C., Campos, J. L., Garrido, J. M., Mendez, R., 2006. Start-up of the Anammox process in a membrane bioreactor. Journal of Biotechnology 126 (4), 475-487. USEPA, 2008, Municipal Nutrient Removal Technologies Reference Document. USEPA, 2009, Nutrient Control Design Manual. Van Dongen, U., Jetten, M. S. M., van Loosdrecht, M. C. M., 2001. The SHARON-ANAMMOX process for treatment of ammonium rich wastewater. Water Science and Technology 44, 153-60. Van Loosdrecht, M. C. M., Jetten M. S. M., 1998. Microbiological conversions in nitrogen removal. Water Science and technology 38 (1),1-7. Wang, C. H., Liu, J. C. W., Ng , K. K., Lin, C. F., Hong, P. K. A., Yang, P. Y., 2012. Immobilized Bioprocess for Organic Carbon and Nitrogen Removal. Desalination and Water Treatment 37, 296-301. Wang, C. C., Lee, P. H., Kumar, M., Huang, Y. T., Sung, S. W., Lin, J. G., 2010. Simultaneous partial nitrification, anaerobic ammonium oxidation and denitrification (SNAD) in a full-scale landfill-leachate treatment plant. Journal of Hazardous Materials 175 (1-3), 622-628. Wang, X. L., Peng, Y. Z., Wang S. Y., Fan, J., 2006. Influence of wastewater composition on nitrogen and phosphorus removal and process control in A2O process. Bioprocess Biosust Eng 28, 397-404. Wett, B., 2007. Development and implementation of a robust deammonification process. Water Science and Technology 56 (7), 81-88. Wild, H. E., Sawyer, C. N., McMahon, T. C., 1971. Factors affecting nitrification kinetics. Journal of Water Pollution Control Federation 43 (9), 1945-1954. Xu, X., Y. Zeng, Zheng, G., 1995. Kinetics and Efficetiveness of Catalyst for Synthesis of Methyl tert-Buty Ether in Catalytic Distillation. Industry Engineering Research 37, 2232-2236. Yamaguchi T., Yamazaki, S., Uemura, S., Tseng, I. C., Ohashi, A., Harada, H., 2001. Microbial-ecological significance of sulfide precipitation within anaerobic granular sludge revealed by micro electrodes study. Water Research 35, 3411-3417. Yang, P. Y., Chen, H. J., Kim, S. J., 2003. Integrating entrapped mixed microbial cell (EMMC) process for biological removal of carbon and nitrogen from dilute swine wastewater. Bioresource Technology 86, 245-252. Yang, P. Y., Cao, K., Kim, S. J., 2002. Entrapped mixed microbial cell process for combined secondary and tertiary wastewater treatment. Water Environment Research 74, 226-234. Yang, P. Y., Myint, T. T., 2003. Integrating Entrapped Mixed Microbial Cell (EMMC) Technology for Treatment of Wastewater Containing Dimethyl Sulfoxide (DMSO) for Reuse in Semiconductor Industries. Clean Technologies and Environmental Policy 6, 43-50. Yang, P. Y., See, T. S., 1991. Packed entrapped mixed microbial cell process for removal of phenol and its compounds. Journal of Environmental Science and Health Part A 26 (8), 1491-1512. Yang, P. Y., Shimabukuro, M., Kim, S. J., 2002b. A Pilot Scale Bioreactor Using EMMC for Carbon and Nitrogen Removal. Clean Technologies and Environmental Policy 3, 407-412. Yang, P. Y., Su, R., Kim, S. J., 2003b. EMMC process for combined removal of organics, nitrogen and an odor producing substance. Journal of Environmental Management 69, 381-389. Yang, P. Y., Zhang, Z. Q., Jeong, B. G., 1997. Simultaneous Removal of Carbon and Nitrogen Using and Entrapped-Mixed-Microbial-Cell Process. Water Research 31, 2617-2625. Yu, T. H., Lin, A. Y. C., Shaik, K. L., Lin, C. F., Yang, P. Y., 2009. Removal antibiotics and non-steroidal anti-inflammatory drugs by extended sludge age biological process. Chemosphere 77, 175-181. Zhao, H. Z., Mavinic, D. S., Oldham, W. K., Koch, F. A., 1999. Controlling factord for simultaneous nitrification and denitrification in a two-stage intermittent aeration process treating domestic sewage. Water Research 33, 961-970. Zhu, S., Chen, S., 1999. An experimental study on nitrification biofilm performance using a series reactor system. Aquacultural Engineering 20, 245-259. 王佑晴,2009,單槽式生物程序進行碳氮去除之研究,碩士論文,國立臺灣大學環境工程研究所。 朱昱學, 吳美惠, 張芳賓,1996. 固定化微生物廢水處理技術評估. 廢水好氧處理論著彙編(下). 經濟部工業局。 余宗賢,2011,固定化生物技術對抗生素及非類固醇類消炎止痛藥之生物降解與生物吸附研究,博士論文,國立臺灣大學環境工程研究所。 吳美惠,張芳賓,朱昱學,1996,固定化微生物廢水處理技術評估,工業污染防治,第59 期,頁81-110。 林惠珍,2002,不同馴養環境下之硝化動力行為,國立成功大學環境工程學系碩士論文。 林瑩峰,梁後雍,秦聖基, 陳國誠,1992. 利用脫硝菌與甲烷菌的共固定化顆粒進行脫硝且同時去除甲醇之研究. 第十七屆廢水處理技術研討會論文集, 91-103。 邱荏超,2006,好氧生物顆粒之氧氣擴散係數,碩士論文,國立臺灣大學化學工程研究所。 許瑜玲,2009,固定式生物程序之污泥產率研究,碩士論文,國立臺灣大學環境工程研究所。 陳志銘,2002,UASB串聯活性污泥系統處理養豬廢水之動力行為,國立成功大學環境工程學系碩士論文。 陳國誠,1991, 廢水生物處理學. 茂昌圖書。 陳國誠,吳建一,2000,微生物固定化技術在廢水處理的應用,工業汙染防治技術叢書,廢水耗氧處理論著彙編(下),台北,頁269-292。 馮宇柔, 2008,利用通氣式薄膜生物反應槽與厭氧氨氧化程序進行廢水除氮之研究,博士論文,國立臺灣大學環境工程研究所。 黃啟裕,何盈蒼,陳乃慈,2001,好氧脫硝菌(Acinetobacter baumannii)進行同時硝化與脫硝反應(Simultaneous nitrification and denitrification)之探討與研究,第二十六屆廢水處理研討會論文集。 歐陽嶠暉,1980,下水道工程學. 長松文化。 蔡德耕,2004,活性污泥膠羽之氧氣傳輸阻力,碩士論文,國立臺灣大學化學工程研究所。 藍日偉, 2009,應用固定式生物法進行廢污水除氮研究,碩士論文,國立臺灣大學環境工程研究所。 | |
dc.identifier.uri | http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/61921 | - |
dc.description.abstract | 本研究顯示於單一好氧槽中使用包埋混合微生物細胞(Entrapped Mixed Microbial Cell,EMMC)法,在去除廢水中有機物與含氮化合物方面,具有優秀的潛能及處理效率。
本研究發現不同厚度固定化活性污泥板,在好氧環境下能同時去除廢水中碳氮化合物。也探討廢水通過不同厚度固定化活性污泥板時,對同時去除廢水中有機物和氮的影響。首先將化學需氧量(Chemical Oxygen Demand,COD)濃度300 mg/L、氨氮(Ammonia Nitrogen,NH4+N)濃度27 mg/L的廢水注入包埋混合微生物細胞(EMMC)活性污泥板固定床中,經過8小時的水力停留時間之後,廢水流出液中化學需氧量(COD)的去除率可以達到90%,而氨氮(NH3-N)的去除率則介於30%和50%之間,殘留的硝酸鹽濃度也低於0.75 mg/L。 發現增加活性污泥板厚度將不會提高去除率,及氧氣為活性污泥板去除碳氮化合物之反應速率控制步驟,也就是說,在固定床中,由於氧氣傳輸限制,導致部份好氧反應在一定厚度停止進行,如氨硝化反應。 化學需氧量(COD)的去除,必須藉由微生物的有氧呼吸才得以進行;而去除氮的硝化作用,則是將氨氮(NH3-N)氧化成硝酸鹽;這兩者均發生在包埋混合微生物細胞(EMMC)固定床靠近入口表面的有氧區域中。而去除硝酸鹽的脫硝作用則發生在較深層的固定床厭氧區域,經過處理後的廢水流出液,殘留的硝酸鹽濃度可低於0.75 mg/L。 經本研究計算得到去除COD和氨氮的一級視反應速率常數分別為>0.29(1/hr,基於在8小時得到的90%去除率)和>0.045(1/hr,基於在8小時得到的30%去除率)。 本研究也以量化方式,模擬EMMC去除廢水中COD和氨氮過程中的水力特性和生物化學反應步驟,也提供作為EMMC球狀載體中的質量傳輸限制與氧質量傳輸限制進行檢視與了解。 基於本研究提出概念動力模式和實驗結果,計算得到EMMC載體內之COD降解作用和氨氮硝化反應之水力傳導係數和反應速率常數,進而模擬沿著EMMC載體半徑的溶氧量(Dissolved Oxygen,DO)分佈情形。 本研究實驗與模式模擬結果一致,發現由於COD的去除氧化反應和氨硝化反應引起溶氧量的質量運輸情形,導致在EMMC載體中的溶氧量消耗非常快速。 在EMMC載體中所發展出的缺氧/厭氧區域,為從載體外表與主體液相接觸面算起小於1公分以內。更深入載體內部的缺氧/厭氧範圍,同時將會利用殘餘COD進行硝酸鹽之脫硝反應。 有機物降解和硝化作用的效率,並沒有受到EMMC載體的厚度或是半徑大小的影響。1公分厚的EMMC載體便足以維持藉由生物降解作用去除有機物、以及經由硝化與脫硝作用去除含氮化合物的去除反應能夠順利進行。 EMMC載體能夠在好氧槽中,結合硝化與脫硝作用;這顯示廢水處理技術之加強,已從使用缺氧/好氧(AO)或厭氧/缺氧/好氧(A2O)反應器系統的傳統活性污泥法(Activated Sludge Process,ASP),提升到能在單一好氧槽中,利用EMMC載體進行廢水處理。 | zh_TW |
dc.description.abstract | This work investigated the concurrent removal of organics and nitrogen from wastewater as it passed through a slab of immobilized activated sludge of different thicknesses. Removals of COD by 90% from feed of 300 mg/L and of NH3-N by 30% to 50% from of 27 mg/L in the same feed were achieved as the wastewater exited the EMMC bed after a hydraulic retention time of 8 h. Increasing the bed thickness resulted in no enhancement, indicating aerobic processes ceased within the bed depth. The removal of COD was by aerobic respiration and the removal of nitrogen by oxidation via nitrification, both occurring in the aerobic zone of the EMMC bed near the entrance surface. Denitrification occurred deeper into the anaerobic zone of the bed that removed nitrate, leaving behind <0.75 mg/L of nitrate in the effluent. Apparent first-order rate constants were >0.29 /hr (based on 90% removal in 8 h) and 0.045/hr for nitrification (based on 30% removal in 8 h) for COD and NH3-N removal, respectively.
Entrapped mixed microbial cell (EMMC) process offers good capability to remove organics and nitrogen compounds from wastewater in a single aerobic chamber. This research modeled quantitatively the hydraulic characteristics and biochemical process of immobilized activated sludge process for the removal of COD and NH4+-N, providing insights to mass and oxygen transfer limitation in EMMC spherical carriers. Based on the conceptual kinetic model and previous experimental results, hydraulic and reaction rate constants were determined for both COD degradation and NH4+-N nitrification with the EMMC carrier. The dissolved oxygen (DO) distribution profile along the radius of EMMC carriers was also simulated. The depletion of DO in the EMMC carrier was very rapid resulting from COD removal and ammonia nitrification given the mass transport condition of DO. The anoxic/anaerobic zone developed in the EMMC carrier within 1 cm from its external surface in contact with the bulk water phase. Beyond this anoxic/anaerobic boundary, denitrification of nitrate occurred utilizing the residual COD. The efficiency of organics biodegradation and nitrification were not influenced by the thickness or diameter of the EMMC carriers. EMMC carriers of 1 cm in thickness supported removal of organics by biodegradation and nitrogen compounds via nitrification and denitrification processes. The EMMC carrier enabled combined nitrification and denitrification (CND) in the aerobic chamber, which signified the enhancement of a traditional activated sludge process to an anoxic/oxic (AO) or anaerobic/anoxic/oxic (A2O) reactor system via the EMMC carrier in an aeration tank. | en |
dc.description.provenance | Made available in DSpace on 2021-06-16T13:18:50Z (GMT). No. of bitstreams: 1 ntu-102-D96541016-1.pdf: 2265960 bytes, checksum: 9e49c0afa3acdf09dba9cac9c9081402 (MD5) Previous issue date: 2013 | en |
dc.description.tableofcontents | 口試委員會審定書 I
誌謝 II 中文摘要 III Abstract V 目錄 VII 圖目錄 IX 表目錄 XII 第一章 前言 1 1.1研究緣起 1 1.2研究目的與項目 7 第二章 文獻回顧 9 2.1水中氨氮之來源與影響 9 2.2廢水生物脫氮技術之基本原理 11 2.3廢水生物脫碳與脫氮技術之演進 16 2.4單槽式生物程序 29 2.5固定式生物處理法 31 2.6廢水生物處理之硝化及脫硝化學反應動力學 36 2.7生物載體顆粒內的質量傳輸動力學(Mass transport Kinetics in Carriers) 44 第三章 研究方法 51 3.1研究內容及流程 51 3.2研究材料與方法(Materials and Methods) 55 第四章 污染傳輸理論與模式的建立 63 4.1固定式微生物程序處理廢水傳輸理論與模式的假設 63 4.2生物載體內的質量傳輸動力學(Mass Transport Kinetics in Bio-Carriers) 67 4.3固定式微生物程序處理廢水概念模式(Conceptual Model) 72 4.4固定式微生物程序處理廢水數學模式(Mathematical Model) 78 4.5固定式微生物處理廢水之脫碳、硝化與脫硝反應方程式 83 4.6固定式微生物程序處理廢水之化學反應動力學 85 4.7固定式微生物程序處理廢水之反應模式的建立 89 第五章 實驗結果與討論 92 5.1生物污泥平板對COD、NH4+、NO3-與總氮去除率試驗結果探討 93 5.2生物污泥平板水力傳導係數之探討 122 5.3生物污泥平板之脫碳、硝化及脫硝生物化學反應速率常數之探討 132 第六章 模式模擬與討論 152 6.1生物污泥球顆粒或平板模式 152 6.2生物污泥球顆粒概念模式 154 6.3包埋混合微生物細胞(EMMC)球體的數學模式模擬 156 6.4包埋混合微生物細胞(EMMC)球體的數學模式模擬結果與討論 161 6.5包埋混合微生物細胞(EMMC)球體反應槽的模式模擬與應用 169 第七章 結論及建議 186 7.1結論 186 7.2建議 189 參考文獻 190 | |
dc.language.iso | zh-TW | |
dc.title | 包埋微生物細胞載體脫碳、硝化與脫硝反應動力之研究 | zh_TW |
dc.title | Modeling the Bio-Degradation of Carbon and Nitrogen in Biological Carriers of the Entrapped Mixed Microbial Cell | en |
dc.type | Thesis | |
dc.date.schoolyear | 101-2 | |
dc.description.degree | 博士 | |
dc.contributor.oralexamcommittee | 康佩群(Andy P. K. Hong),吳忠信,林郁真,馬鴻文,黃國權 | |
dc.subject.keyword | 有機物與氮化合物去除,包埋混合微生物細胞,硝化,脫硝,模擬, | zh_TW |
dc.subject.keyword | Organic and nitrogen removal,entrapped mixed microbial cells,nitrification,denitrification,Modelling, | en |
dc.relation.page | 205 | |
dc.rights.note | 有償授權 | |
dc.date.accepted | 2013-07-26 | |
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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