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  1. NTU Theses and Dissertations Repository
  2. 生物資源暨農學院
  3. 生物環境系統工程學系
請用此 Handle URI 來引用此文件: http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/45553
完整後設資料紀錄
DC 欄位值語言
dc.contributor.advisor童慶斌
dc.contributor.authorKuan-Yi Linen
dc.contributor.author林冠儀zh_TW
dc.date.accessioned2021-06-15T04:26:48Z-
dc.date.available2012-08-22
dc.date.copyright2011-08-22
dc.date.issued2011
dc.date.submitted2011-08-17
dc.identifier.citation1.Akratos, C.S., Tsihrintzis, V.A., Effect of temperature, HRT, vegetation and porous media on removal efficiency of pilot-scale horizontal subsurface flow constructed wetlands. Ecological Engineering 2007, 29, 173–191.
2.Bahgat, M., Dewedar, M.A., Zayed, A., Sand-Filters used for wastewater treatment: build up and distribution of microorganisms. Water Research 1999, 33, 1949–1955.
3.Chenu, C., Hassinek, J., Bloem, J., Short-term changes in the spatial distribution of microorganisms in soil aggregates as affected by glucose addition. Biology and Fertility of Soils 2001, 34, 349-356.
4.Currie, J. A., Gaseous diffusion in the aeration of aggregated soils. Soil Science 1961, 92, 40-45.
5.Dahab, M. F., Surampalli, R. Y., Liu, W., Performance modeling of subsurface-flow constructed wetlands systems. Water Science and Technology 2001, 44 (11-12), 231-235.
6.Gardner, W. R., Representation of soil aggregate size distribution by a logarithmic-normal distribution. Soil Science Society of America Proc. 1956, 20, 151-153.
7.Gaur R. S., Cai L., Tuovinen O. H., Mancl K. M., Pretreatment of turkey fat-containing wastewater in coarse sand and gravel/coarse sand bioreactors, Bioresource Technology, 2010, 101, 1106–1110.
8.Gime´nez D., Karmon J. L., Posadas A., Shaw R. K., Fractal dimensions of mass estimated from intact and eroded soil aggregates. Soil Tillage 2002, 64, 165-172.
9.Greenwood D. J., The effect of oxygen concentration on the decomposition of organic materials in soil. Plant Soil, 1961, XIV (4), 360-376.
10.Hagin J., Welte E., Dianati M., Kruh G., Kenig A., Nitrogen Dynamics ModelsVerification and Practical Application, Verlag Erich Goltze, Go¨ttingen, Germany, 1984.
11.Hillel D., Introduction to Soil Physics. Academic Press, 1982
12.Kang Y. W., Mancl K. M., Tuovinen O. H., Biological treatment of turkey processing wastewater with coarse/fine sand filtration. In: Proceedings of the ninth International Symposium of Animal, Agricultural and Food Processing Wastes. American Society of Agricultural Engineers, St. Joseph, MI, 2003, 44–49.
13.Kang Y. W., Mancl K. M., Tuovinen O. H., Treatment of turkey processing wastewater with sand filtration. Bioresource Technology 2007, 98, 1460–1468.
14.Liu Q., Mancl K. M., Tuovinen O. H., Removal of butterfat and COD and BOD5 in inoculated sand columns. Applied Engineering in Agriculture 1998, 14, 287–291.
15.Luederitz V., Eckert E., Lange-Weber M., Lange A., Gersberg R. M., Nutrient removal efficiency and resource economics of vertical flow and horizontal flow constructed wetlands. Ecological Engineering 2001, 18 (2), 157-171.
16.Master Y., Laughlin R. J., Shavit U., Stevens R. J., Shaviv A., Gaseous nitrogen emissions and mineral nitrogen transformations as affected by reclaimed effluent application. Journal of Environmental Quality 2003, 32 (4), 1204-1211.
17.Master Y., Laughlin R. J., Stevens R. J., Shaviv A., Nitrite formation and nitrous oxide emissions as affected by reclaimed effluent application. Journal of Environmental Quality 2004, 33 (3), 852-860.
18.Munson, Young, Okiishi, Fundamentals of Fluid Mechanics 5th edition, Section 8.4, John Wiley & Sons, Hoboken, 2006.
19.Rappolt C., Diffusion in Aggregated Soil. Doctoral thesis, Wageningen Agricultural University, Wageningen, The Netherlands, 1992.
20.Tsai W. P., Benefit Evaluation for improvement of water quality of rivers using a gravel- packed reactor, Master’s Thesis, National Central University, Taiwan, 2007.
21.Vymazal J. Horizontal sub-surface flow and hybrid constructed wetlands systems for wastewater treatment. Ecological Engineering 2005, 25, 478–490.
22.Yassin M. M., Abu Amr S.S., Al-Najar H.M., Assessment of microbiological water quality and its relation to human health in Gaza Governorate, Gaza Strip. Public Health 2006, 120, 1177–1187.
23.Yu S. C., Tsao C. W., Lin C. Y., Chen C. C., Relationship Between Engineering Design Parameters and Water Quality for Constructed Cobble Bed in Guandu. Journal of Environmental Protection, 2006, 29 (2).
24.行政院環境保護署, 建立礫間處理與人工溼地工程手冊計畫附錄五礫間處理工程手冊, EPA-97-U1G1-02-101
25.張文亮、陳秋楊、林裕彬、游進裕、徐貴新、張尊國, 河川水質淨化工法設計研究計畫成果報告, 行政院環境保護署, 2005
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dc.identifier.urihttp://tdr.lib.ntu.edu.tw/jspui/handle/123456789/45553-
dc.description.abstract生物礫間污水氧化處理程序具有淨化污水有機耗氧污染物BOD(生化需氧量)及生物硝化反應將氨氮反應為硝酸鹽氮之功能,本研究乃發展數學模式,模擬低污染強度生活污水在礫間污水氧化處理設施之反應過程, 模式應用一階反應動力式及多物種擴散方程式,來描繪反應機制與BOD/NH3-N之去除率,研究引用台北地區三座實場生物礫間污水氧化處理設施之設計與操作和處理結果數據,作為模式建置與驗證程序;模擬結果顯示三座實場生物礫間污水氧化處理設施之分別平均BOD去除率為88.5%, 85.0%, 73.7% 及NH3-N之分別平均去除率為93.3%, 58.3%, 72.8%, 模擬結果分別稍低於實際觀察之處理效果;礫間之礫料粒徑為影響生物礫間污水氧化處理程序之重要參數,BOD處理效率受礫間之孔隙大小影響,而NH3-N受礫間之礫料粒徑影響。模式得以應用作為設計智慧型生態社區五人家庭之污水處理用途,該設施為連續分隔槽體,具增強處理效率減低建造成本與操作簡便優點。zh_TW
dc.description.abstractA model has been developed to describe the BOD biodegradation and nitrification reactions in the gravel media of the gravel contact oxidation treatment unit. First order kinetic and multi-species diffusion equations are used to describe the mechanisms and removal efficiency of BOD and NH3-N. Three gravel contact oxidation treatment sites’ performance was simulated by this model. The average removal efficiencies are 88.5%, 85.0%, 73.7% for BOD, and 93.3%, 58.3%, 72.8% for NH3-N which are slightly lower than observed value. Gravel particle size was identified from this model as the most significant parameter controlling the performance of the process, where BOD removal efficiency increases with the gravel porosity and NH4+ oxidation rate decreases with increase in gravel size. A gravel contact oxidation process for a five people family in a smart eco-community has designed based on the simulation results of the model. It is designed as a series of gravel media component to reduce construction cost and maintenance inconveniences.en
dc.description.provenanceMade available in DSpace on 2021-06-15T04:26:48Z (GMT). No. of bitstreams: 1
ntu-100-R98622040-1.pdf: 2763316 bytes, checksum: 0c0e7f4d6277ca7250353f68e1fa8036 (MD5)
Previous issue date: 2011
en
dc.description.tableofcontentsTABLE OF CONTENTS
口試委員會審定書 i
ACKNOWLEDGEMENTS ii
中文摘要 iii
ABSTRACT iv
CHAPTER 1
INTRODUCTION 1
1.1 Research Objectives and Scope 2
1.2 Overview 4
CHAPTER 2
BACKGROUND AND LITERRATURE REVIEW 5
2.1 Introduction 5
2.2 Gravel Contact Oxidation Systems 5
2.3 Nitrification in Soil 8
2.4 Reclaimed Water 10
2.5 Pretreatment of Fat-Containing Wastewater 11
CHAPTER 3
THEORY & MODEL DEVELOPMENT 13
3.1 BOD Removal 13
3.1.1 Concept 13
3.2 Nitrogen Removal 15
3.2.1 Concept 16
3.2.2 Nitrification 17
3.3 Oxygen Transfer 19
CHAPTER 4
RESULTS AND DISCUSSION 23
4.1 Simulation and Analysis of Results 23
4.2 Designed Treatment Results and Recommendation 34
4.3 Discussion 39
CHAPTER 5
CONCLUSIONS AND RECOMMENDATIONS 42
5.1 Conclusions 42
5.2 Recommendations for Future Research 44
REFERENCES 46
dc.language.isoen
dc.title生物礫間污水氧化處理程序之數學模式zh_TW
dc.titleModeling of the On-Site Gravel Contact Oxidation Processen
dc.typeThesis
dc.date.schoolyear99-2
dc.description.degree碩士
dc.contributor.oralexamcommittee李公哲,高正忠,林裕彬
dc.subject.keyword礫間接觸,自然淨化,人工礫床,生物膜,zh_TW
dc.subject.keywordConstructed Cobble Bed,Natural purification,Cobble Contact Treatment,Biofilm,en
dc.relation.page49
dc.rights.note有償授權
dc.date.accepted2011-08-17
dc.contributor.author-college生物資源暨農學院zh_TW
dc.contributor.author-dept生物環境系統工程學研究所zh_TW
顯示於系所單位:生物環境系統工程學系

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