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完整後設資料紀錄
DC 欄位 | 值 | 語言 |
---|---|---|
dc.contributor.advisor | 張倉榮 | |
dc.contributor.author | How-Wei Ho | en |
dc.contributor.author | 何浩維 | zh_TW |
dc.date.accessioned | 2021-06-14T16:43:03Z | - |
dc.date.available | 2016-08-18 | |
dc.date.copyright | 2011-08-18 | |
dc.date.issued | 2011 | |
dc.date.submitted | 2011-08-13 | |
dc.identifier.citation | 1. 林瑩峰、荊樹人,2005,回收海產廢棄物作為人工濕地介質之開發研究,國家科學發展委員會專題研究計畫。
2. 賴衍臻,2005,地下流式人工溼地對都市污水淨化之成效,國立臺灣大學生物環境系統工程學研究所碩士論文。 3. 吳依龍,2007,特殊氮細菌之分離及同時去除廢水中碳氮之研究,國立臺灣大學環境工程學研究所碩士論文。 4. 許家銓,2009,地下流式人工溼地水質模擬研究,國立臺灣大學生物環境系統工程學研究所碩士論文。 5. 郭正翔,2009,牡蠣殼礫間處理初期操作對都市污水之淨化,國立臺灣大學生物環境系統工程學研究所碩士論文。 6. 張初福,2009,牡礪殼礫間接觸處理水質之經濟分析,國立臺灣大學生物環境系統工程學研究所碩士論文。 7. 內政部營建署,2011,全國污水下水道用戶接管普及率及整體污水處理率統計表。 8. Akratos, C. S., and Tsihrintzis, V. A., 2007. Effect of temperature, HRT, vegetation and porous media on removal efficiency of pilot-scale horizontal subsurface flow constructed wetlands. Ecological Engineering, 29(2), 173-191. 9. Chiu, Y. C., and Chung, M. S., 2003. Determination of optimal COD/nitrate ratio for biological denitrification. International Biodeterioration and Biodegradation, 51(1), 43-49. 10. Cooper, P. F., Job, G. D., Green, M. B., and Centre, W. R., 1996. Reed beds and constructed wetlands for wastewater treatment: Water Research Centre. 11. Costanza, R., d'Arge, R., de Groot, R., Farber, S., Grasso, M., Hannon, B., Limburg, K., Naeem, S., O'Neill, R. V., Paruelo, J., Raskin, R. G., Sutton, P., and van den Belt, M., 1997. The value of the world's ecosystem services and natural capital. Nature, 387(6630), 253-260. 12. Haag, I., 2006. A Basic Water Quality Model for the River Neckar: Part 1–model development, parameter sensitivity and identifiability, calibration and validation. Acta Hydrochimica et Hydrobiologica, 34(6), 533-548. 13. Huett, D., Morris, S., Smith, G., and Hunt, N., 2005. Nitrogen and phosphorus removal from plant nursery runoff in vegetated and unvegetated subsurface flow wetlands. Water Research, 39(14), 3259-3272. 14. Jorgensen, S. E., and Bendoricchio, G., 2001. Fundamentals of ecological modelling. New York: Elsevier. 15. Kadlec, R. H., and Knight, R. L., 1996. Treatment wetlands. CRC. Baca Raton, FL. 16. Kadlec, R. H., and Wallace, S. D., 2009. Treatment wetlands., 2nd ed. CRC. Boca Raton, FL. 17. Langenbach, K., Kuschk, P., Horn, H., and Kästner, M., 2010. Modeling of slow sand filtration for disinfection of secondary clarifier effluent. Water Research, 44(1), 159-166. 18. Mitsch, W. J., and Gosselink, J. G., 2000. Wetlands. John Wiley, New York. 19. Mitsch, W. J., Gosselink, J. G., Anderson, C. J., and Zhang, L., 2009. Wetland Ecosystems. Hoboken, N.J.: Wiley. 20. Park, W. H., and Polprasert, C., 2008. Roles of oyster shells in an integrated constructed wetland system designed for P removal. Ecological Engineering, 34(1), 50-56. 21. Paul, E., and Clark, F., 1996. Soil microbiology and biogeochemistry. Academic, San Diego. 22. Refsgaard, J. C., van der Sluijs, J. P., Hojberg, A. L., and Vanrolleghem, P. A., 2007. Uncertainty in the environmental modelling process - A framework and guidance. Environmental Modelling & Software, 22(11), 1543-1556. 23. Reichert, P., 1998. AQUASIM 2.0 user manual. Swiss Federal Institute for Environmental Science and Technology. Dubendorf, Switzerland. 24. Reichert, P., Borchardt, D., Henze, M., Rauch, W., Shanahan, P., Somlyody, L., and Vanrolleghem, P., 2001. River water quality model no. 1 (RWQM1): II. Biochemical process equations. Water Science and Technology, 43(5), 11-30. 25. Saltelli, A., 2004. Sensitivity analysis in practice: a guide to assessing scientific models: John Wiley & Sons Inc. 26. Saltelli, A., Chan, K., and Scott, E. M., 2000. Sensitivity analysis Vol. 134: Wiley, New York. 27. Van Griensven, A., Meixner, T., Grunwald, S., Bishop, T., Diluzio, M., and Srinivasan, R., 2006. A global sensitivity analysis tool for the parameters of multi-variable catchment models. Journal of Hydrology, 324(1-4), 10-23. 28. Vymazal, J., 2001. Transformations of nutrients in natural and constructed wetlands. Leiden: Bachhuys. 29. Vymazal, J., and Kröpfelová, L., 2009. Removal of nitrogen in constructed wetlands with horizontal sub-sureface flow: a review. Wetlands, 29(4), 1114-1124. 30. Wallace, S. D., Knight, R. L., and Foundation, W. E. R., 2006. Small-scale constructed wetland treatment systems: feasibility, design criteria, and O&M requirements: WERF. 31. Wang, R., Terada, A., Lackner, S., Smets, B. F., Henze, M., Xia, S., and Zhao, J., 2009. Nitritation performance and biofilm development of co- and counter-diffusion biofilm reactors: Modeling and experimental comparison. Water Research, 43(10), 2699-2709. 32. Zhao, Y. Q., Sun, G., and Allen, S. J., 2004a. Anti-sized reed bed system for animal wastewater treatment: a comparative study. Water Research, 38(12), 2907-2917. 33. Zhao, Y. Q., Sun, G., and Allen, S. J., 2004b. Purification capacity of a highly loaded laboratory scale tidal flow reed bed system with effluent recirculation. Science of The Total Environment, 330(1-3), 1-8. | |
dc.identifier.uri | http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/40232 | - |
dc.description.abstract | 本研究以二重疏洪道人工溼地為模擬對象,使用AQUASIM建構的地下流式人工溼地水質模式(許,2009)討論影響淨水效果的重要機制。首先對水質觀測資料進行單因子變異數分析(One-way ANOVA),決定敏感度分析項目,水質模式參數則藉由現地實驗觀測(郭,2009)資料經回歸計算求得適合值,最後對生化需氧量(BOD)、溶氧(DO)、硝酸態氮(NO3--N)與懸浮固體(SS)四項水質進行參數敏感度分析,計算反應速率係數與出流物質濃度的絕對-相對敏感度值(SensAR),比較礫間處理槽內各種去除機制的影響力與差異性。
敏感度分析結果顯示,生物膜吸附作用在大部分水質循環中都具有一定程度的影響力,唯有懸浮固體主要是透過物理性的過濾作用去除,故具有較多孔隙空間提供生物膜生長的牡蠣殼介質溼地在水質淨化上具有較好的效果。 | zh_TW |
dc.description.abstract | This study focuses on the sensitivity analysis of parameters in a water quality model for subsurface-flow constructed wetlands (Hsu, 2009). An one-way ANOVA of experimental data which is implemented to identify the difference in removal quality, and to decide the objects of sensitivity analysis. The model is built by AQUASIM 2.1 and the parameters are regressed by experimental data (Kuo, 2009). Absolute-relative sensitivity (SensAR) of BOD, DO, NO3--N and SS submodels can estimate the importance of each parameter or reaction. Therefore, the significant mechanisms in the constructed wetlands can be determined.
By the result of sensitivity analysis, biofilms adsorption have significant influence in most of removal of substance except SS which is mainly removed by filtration. The treatment efficiency in oyster-shell wetlands is better than the gravel-bed wetlands, because the oyster-shell can provide more habitat for microorganism growing. | en |
dc.description.provenance | Made available in DSpace on 2021-06-14T16:43:03Z (GMT). No. of bitstreams: 1 ntu-100-R97622038-1.pdf: 2321998 bytes, checksum: 38d38cbcd7a438557aeea98e04dd00a6 (MD5) Previous issue date: 2011 | en |
dc.description.tableofcontents | 摘要 i
Abstract ii 目錄 iii 表目錄 vi 圖目錄 vii 第一章 緒論 1 1.1 前言 1 1.2 研究動機與目的 2 1.3 人工溼地 2 1.3.1 表面流式人工溼地 3 1.3.2 地下流式人工溼地 4 第二章 文獻回顧 7 2.1 人工溼地淨水實驗 7 2.2 AQUASIM於水質模擬的應用 8 第三章 研究方法 10 3.1 AQUASIM水質模擬軟體 10 3.2 地下流式溼地水質模式架構 11 3.2.1 混合反應系統 11 3.2.2 生物膜反應系統 12 3.3 人工溼地物質循環反應速率式 12 3.3.1 碳 13 3.3.2 氧 15 3.3.3 氮 17 3.3.4 磷 21 3.3.5 懸浮固體 23 3.4 模擬資料 25 3.4.1 實驗場址基本資料 25 3.5 變異數分析 26 3.6 水質敏感度分析 27 第四章 結果與討論 41 4.1 敏感度分析結果 41 4.2 各循環反應機制影響力的比較 41 4.2.1 生化需氧量 41 4.2.2 溶氧 42 4.2.3 硝酸鹽 42 4.2.4 懸浮固體 43 第五章 結論與建議 54 5.1 結論 54 5.2 建議 55 參考文獻 57 附錄A 地下流式人工溼地水質模擬結果 61 附錄B 水質參數模式值一覽表 62 | |
dc.language.iso | zh-TW | |
dc.title | 地下流式人工溼地水質模式敏感度分析研究 | zh_TW |
dc.title | Sensitivity Analysis of Water Quality Modeling
for Subsurface-Flow Constructed Wetlands | en |
dc.type | Thesis | |
dc.date.schoolyear | 99-2 | |
dc.description.degree | 碩士 | |
dc.contributor.coadvisor | 任秀慧 | |
dc.contributor.oralexamcommittee | 張文亮,陳世楷 | |
dc.subject.keyword | 地下流式人工溼地,水質模式,AQUASIM,敏感度分析,生物膜, | zh_TW |
dc.subject.keyword | Subsurface-flow constructed wetlands,Water quality modeling,AQUASIM,Sensitivity analysis,Biofilm, | en |
dc.relation.page | 63 | |
dc.rights.note | 有償授權 | |
dc.date.accepted | 2011-08-14 | |
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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