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http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/22408完整後設資料紀錄
| DC 欄位 | 值 | 語言 |
|---|---|---|
| dc.contributor.advisor | 林正芳 | |
| dc.contributor.author | Yu-Ching Wang | en |
| dc.contributor.author | 王佑晴 | zh_TW |
| dc.date.accessioned | 2021-06-08T04:17:09Z | - |
| dc.date.copyright | 2010-08-19 | |
| dc.date.issued | 2010 | |
| dc.date.submitted | 2010-07-29 | |
| dc.identifier.citation | Bernet, N., Habouzit, F., Moletta1, R., 1996. Use of an industrial effluent as a carbon
source for denitrification of a high-strength wastewater. Applied Microbiology and Biotechnology 46, 92-97. Bitton, G., 1994. Wastewater Microbiology. Wiley-Liss, New York. Christensen, M.H., Harremo | |
| dc.identifier.uri | http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/22408 | - |
| dc.description.abstract | Biological nitrification - denitrification process is widely used to remove nitrogen from wastewater. However, multiple stages are required because nitrification and denitrification need opposite reaction conditions. In this study, modified entrapped mixed microbial cell (EMMC) process was investigated for simultaneously removal of carbon and nitrogen in one reactor. Sphere - shaped sludge carrier, where aerobic and anoxic conditions coexist, were used. For small (d = 2.5 cm) carrier, nitrification efficiency of 100% and total nitrogen removal of 93% were achieved at aeration mode of 1:2 (on:off) (hr), hydraulic retention time(HRT) of 12 hr and C/N ratio of 6.8. For large (d = 5 cm) carrier operated under the same condition, nitrification efficiency and total nitrogen removal efficiency were 96.7% and 83.7%, respectively. It was found that small carrier had better performance of nitrification efficiency and total nitrogen removal efficiency than large carrier in most operation condition. The differences between them, however, weren’t very distinct. COD removal efficiency was maintained above 91.8%, and it wasn’t strongly affected by different operation conditions. Modified EMMC process could remove nitrogen from wastewater under adequate operation condition without decreasing COD removal efficiency. | en |
| dc.description.provenance | Made available in DSpace on 2021-06-08T04:17:09Z (GMT). No. of bitstreams: 1 ntu-99-R96541205-1.pdf: 439927 bytes, checksum: bbe682b44499d9d881c212dc263ec672 (MD5) Previous issue date: 2010 | en |
| dc.description.tableofcontents | 摘要..................................................................................................................................I
Abstract.............................................................................................................................II 目錄...............................................................................................................................III 圖目錄..............................................................................................................................V 表目錄............................................................................................................................VI 第一章前言....................................................................................................................1 1.1研究緣起...........................................................................................................1 1.2研究目的與內容................................................................................................2 第二章文獻回顧............................................................................................................3 2.1氮循環...............................................................................................................3 2.2硝化作用...........................................................................................................4 2.3脫硝作用...........................................................................................................5 2.4生物除氮程序...................................................................................................7 2.4.1Wuhrman程序.......................................................................................7 2.4.2MLE程序...............................................................................................8 2.4.3A2O程序................................................................................................8 2.5單槽式生物程序...............................................................................................9 第三章材料與方法......................................................................................................13 3.1實驗內容.........................................................................................................13 3.2實驗設備與材料.............................................................................................14 3.2.1污泥球製備..........................................................................................14 3.2.2反應槽設計..........................................................................................16 3.2.3合成廢水製備......................................................................................17 3.3實驗操作.........................................................................................................18 3.3.1曝氣模式實驗......................................................................................18 3.3.2碳氮比實驗..........................................................................................19 3.3.3水力停留時間實驗..............................................................................19 3.4水質分析.........................................................................................................20 第四章結果與討論......................................................................................................21 4.1單槽式生物程序之COD去除率...................................................................21 4.2不同曝氣模式對硝化效率及總氮去除率之影響.........................................23 4.3不同碳氮比對硝化效率及總氮去除率之影響.............................................26 4.4不同水力停留時間對硝化效率及總氮去除率之影響.................................29 4.5不同污泥球粒徑對硝化效率及總氮去除率之影響.....................................31 第五章結論與建議......................................................................................................34 5.1結論.................................................................................................................34 5.2建議.................................................................................................................35 參考文獻........................................................................................................................36 附錄...............................................................................................................................38 | |
| dc.language.iso | zh-TW | |
| dc.subject | 脫硝 | zh_TW |
| dc.subject | 硝化 | zh_TW |
| dc.subject | Nitrification | en |
| dc.subject | Denitrification | en |
| dc.title | 單槽式生物程序進行碳氮去除之研究 | zh_TW |
| dc.title | Simultaneously Removal of Carbon and Nitrogen Using Modified Entrapped Mixed Microbial Cell Process | en |
| dc.type | Thesis | |
| dc.date.schoolyear | 98-2 | |
| dc.description.degree | 碩士 | |
| dc.contributor.oralexamcommittee | 林郁真,康佩群 | |
| dc.subject.keyword | 硝化,脫硝, | zh_TW |
| dc.subject.keyword | Nitrification,Denitrification, | en |
| dc.relation.page | 46 | |
| dc.rights.note | 未授權 | |
| dc.date.accepted | 2010-07-30 | |
| dc.contributor.author-college | 工學院 | zh_TW |
| dc.contributor.author-dept | 環境工程學研究所 | zh_TW |
| 顯示於系所單位: | 環境工程學研究所 | |
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