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dc.contributor.advisor林正芳
dc.contributor.author"Chun-Wei, HUNG"en
dc.contributor.author洪鈞偉zh_TW
dc.date.accessioned2021-06-17T07:08:48Z-
dc.date.available2020-08-05
dc.date.copyright2019-08-05
dc.date.issued2019
dc.date.submitted2019-07-23
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謝仁捷(2014)。厭氧生物固定化程序處理都市污水。國立台灣大學工學院環境工 程研究所碩士論文
田俊彥(2016)。厭氧固定生物技術處理低強度合成污水:水力停留時間與進流濃 度之影響。國立台灣大學工學院環境工程研究所碩士論文
陳昶瑞(2017)。厭氧生物處理都市污水:醣類、脂質與蛋白質定量定性分析研究國立台灣大學工學院環境工程研究所碩士論文
李佳育(2017)。厭氧生物固定技術處理實廠都市污水之應用國立台灣大學工學院環境工程研究所碩士論文
吳榮哲(2018)。都市污水厭氧生物處理之研究—探討醣類、蛋白質及脂質的降解。 國立台灣大學工學院環境工程研究所碩士論文
dc.identifier.urihttp://tdr.lib.ntu.edu.tw/jspui/handle/123456789/72873-
dc.description.abstract厭氧生物處理程序可減少消耗的能源並具有產甲烷作為生質氣體之效果,本研究以固定厭氧生物反應模組進行,生物固定化技術應用於厭氧處理程序能大幅提高微生物濃度與污泥停留時間,克服厭氧生物處理程序應用於低強度都市污水處理上的限制。
本研究以分別於不同的水力停留時間(Hydraulic Retention Time, HRT)及35℃、25℃及15℃處理醣類合成進流水,測試系統反應之成效,以了解醣類進流水在HRT及3種溫度變化下的除碳效率,並推估其反應速率常數。
檢測結果顯示系統對醣類進流水亦有良好的除碳產氣效率,即便HRT降至1小時,整體總化學需氧量(TCOD)去除率仍能維持於78.6%以上,氣相甲烷回收率亦能維持於72.2%以上。顯見HRT於 1小時之狀況下,醣類進流水仍能於厭氧固定生物系統有穩定且良好的處理效率;溫度對整體厭氧固定生物系統有很大的影響,15℃之氣相甲烷回收率為61.7%及TCOD去除率為76.9%;於35℃之氣相甲烷回收率則可達到79.1%,TCOD去除率可達89.6%。
由反應速率之分析顯示HRT為1小時所測得之視反應常數最快,表示其反應效率最高,顯示醣類進流水於1小時內,其大致以將整個醣類轉化為甲烷之反應完成,而整體溫度改變對反應效率的影響亦大, 15℃之反應效率為13128 day-1,而35℃可升高為33984 day-1。
整體而言,厭氧固定生物反應系統對於醣類之處理能效良好,即便於低HRT(1小時)及較低溫(15℃)之狀況下,仍能有良好處理成效,且醣類轉化於甲烷之過程多於1小時內,即大致反應完成。未來能著重於蛋白質及脂質之研究,以能有效應用並瞭解都市之厭氧處理程序中其基質成分組成與反應之關係,進一步找出在厭氧反應中水解酸化程序上其反應速率及限制,從而回饋到實際都市污水處理之應用。
zh_TW
dc.description.abstractAnaerobic biological treatment processes (ABTPs) can produce methane as biogas during wastewater treatment. This study employed an immobilization biotechnology of entrapped mixed microbial cell (EMMC) to ABTPs. The immobilization biotechnology was used to enhance biomass concentration, highly increase sludge retention time, and shorten hydraulic retention time which overcome the restraints of ABTPs when treating low-strength domestic wastewater.
The research was disscussed on the treatment effect by different hydraulic retention time (HRT) and 3 type of temperature:35℃、25℃ and 15℃ in carbohydrate wastewater. That were used to evaluate the effect of each parameter on carbon removal and methane production of the system in carbohydrate wastewater.
The test results showed that even when HRT was 1 hour, the removal rate of chemical oxygen demand (TCOD) was higher then 78.6% and methane recovery efficiency was higher than 72.2%. That shows the stability of the anaerobic biological treatment processes system and good efficiency. The temperature change will influence the overall system. The removal rate of chemical oxygen demand (TCOD) and methane recovery efficiency at 35 ℃ reduced by about 20% compared with 15 ℃.
The analysis of the reaction rate showed that the reaction constant and the reaction rate when HRT was 1 hour were the fastest, that mean the reaction efficiency was the highest. That is carbohydrate wastewater was roughly completedy converting into methane within 1 hour. The temperature changes will also had great influence on the reaction efficiency, and the reaction efficiency by 15℃ was only about half of 35℃.
In conclusion, the performance of anaerobic immobilization bioreactor system has good efficiency of carbohydrate wastewater even at low HRT and low temperature (15 °C). Carbohydrate wastewater was roughly completedy converting into methane within 1 hour. The research of proteins and lipids should be focused on the future, that can analysis the relationship between composition and reaction rate in the anaerobic treatment process of the domestic wastewater. It could help to find the rate limiting step in the anaerobic treatment process, then it could feed back to the domestic wastewater treatment application.
en
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dc.description.tableofcontents目錄
致謝 III
摘要 V
ABSTRACT VI
目錄 VIII
圖目錄 X
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 3
第二章 文獻回顧 5
2.1厭氧生物處理 5
2.1.1厭氧生物處理基本原理 5
2.1.2 厭氧生物處理醣類 11
2.1.3 厭氧生物處理反應技術 12
2.2 固定生物技術 15
2.2.1 固定生物技術簡介 15
2.2.2 厭氧固定生物技術 18
2.3 醣類 19
2.3.1 都市污水中醣類組成 19
2.3.2 醣類分析方法 21
第三章 實驗方法與材料 25
3.1實驗內容與架構 25
3.2實驗系統與設備 27
3.2.1厭氧固定生物系統建置 27
3.2.2厭氧固定生物平板基本特性 29
3.2.3系統之合成進流水組成 31
3.3水質分析項目及方法 32
3.3.1 化學需氧量(COD)分析 32
3.3.2 揮發性脂肪酸(VFA)分析 32
3.3.3 醣類分析 33
3.3.4 溶解性甲烷分析 36
3.4氣相分析項目及方法 37
3.5效能評估 39
第四章、結果與討論 41
4.1醣類降解試驗 41
4.1.1醣類降解試驗之水質分析 41
4.1.2醣類降解試驗之氣相分析與甲烷分布 48
4.1.3 COD質量平衡 57
4.2溫度效應影響試驗 60
4.2.1溫度效應影響試驗之水質分析 60
4.2.2溫度效應影響試驗之氣相分析與甲烷分布 67
4.2.3 COD質量平衡 74
4.3 反應機制分析 77
第五章 結論與建議 79
5.1 結論 79
5.2 建議 80
參考文獻 81
dc.language.isozh-TW
dc.subject厭氧生物處理zh_TW
dc.subject醣類zh_TW
dc.subject固定生物zh_TW
dc.subject水力停留時間zh_TW
dc.subjectAnaerobic biological treatmenten
dc.subjectImmobilization microorganismen
dc.subjectCarbohydrateen
dc.subjectHydraulic retention timeen
dc.title利用固定厭氧生物技術降解污水中醣類zh_TW
dc.titleAnaerobic Entrapped Microbial Cell for Treatment of
Carbohydrates in Wastewater
en
dc.typeThesis
dc.date.schoolyear107-2
dc.description.degree碩士
dc.contributor.oralexamcommittee吳忠信,吳萬益,康佩群,李建賢
dc.subject.keyword厭氧生物處理,固定生物,醣類,水力停留時間,zh_TW
dc.subject.keywordAnaerobic biological treatment,Immobilization microorganism,Carbohydrate,Hydraulic retention time,en
dc.relation.page89
dc.identifier.doi10.6342/NTU201901814
dc.rights.note有償授權
dc.date.accepted2019-07-23
dc.contributor.author-college工學院zh_TW
dc.contributor.author-dept環境工程學研究所zh_TW
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