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請用此 Handle URI 來引用此文件: http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/69087
完整後設資料紀錄
DC 欄位值語言
dc.contributor.advisor童心欣
dc.contributor.authorYi-Hsin Yuen
dc.contributor.author余一心zh_TW
dc.date.accessioned2021-06-17T02:51:14Z-
dc.date.available2023-05-24
dc.date.copyright2017-08-20
dc.date.issued2017
dc.date.submitted2017-08-15
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自來水法 (民105年05月04日)
建築物給水排水設備設計技術規範 (民102年12月31日)
王根樹.(2001).間接用水水質評估及飲用水管理策略之規劃,行政院環境保護署研究計畫.EPA-90-G108-03-101
行政院環境保護署環管處(2015)。定期清洗水池水塔 確保飲用水安全。行政院環境保護署-環保新聞專區。取自http://enews.epa.gov.tw/enews/fact_index.asp
台北市台北自來水事業處(2017)。各淨水場水質採樣檢驗 水處各淨水場清水水質(移動年平均值) 105年7月至 106年6月。取自 http://twd.water.gov.taipei/www/water_kn/quality/quality_3_1.html
台北市台北自來水事業處(2017)。供水管網採樣檢驗 水處供水系統內水質(移動年平均值) 105年7月至 106年6月。取自 http://twd.water.gov.taipei/www/water_kn/quality/quality_9.html
dc.identifier.urihttp://tdr.lib.ntu.edu.tw/jspui/handle/123456789/69087-
dc.description.abstract自來水淨水程序中使用加氯消毒已有一百餘年歷史,至目前為止仍是主要自來水消毒方式之一。消毒後的自來水進入配水管網中配送,維持一定量的剩餘餘氯濃度,以抑制自來水中微生物之再生。足夠濃度的餘氯含量,是維持自來水配送過程中水質穩定之要素。但自來水由配水管線中進入建築供水系統中,卻因停留時間過長、環境溫度較高等等因素,造成水中餘氯濃度降低,無法保持水質穩定及安全。微生物在自來水中再生甚至於水塔邊緣與管線內壁形成生物膜,微生物的生長將帶來水質劣化。本研究探討台灣民眾使用普遍之儲水裝置—頂樓水塔,清洗水塔對於水質的實際影響。在實驗室架設反應槽以模擬現實中建築供水情況,也同時進行現地建築供水系統採樣。欲了解清除儲水裝置中的生物膜以及沉積物對於水中微生物再生以及消毒副產物生成的改善狀況,並且觀察隨著時間推移水質的變化情形,對於經過建築供水系統之自來水水質進行化學性以及生物性穩定性之分析。本研究中觀察到久未清洗的自來水儲水裝置,會造成流經之自來水餘氯濃度下降,提升之水中總異營菌數,三鹵甲烷也因此增加。藉由清潔儲水裝置,實驗結果表示餘氯消耗量減少,建築供水系統在儲水裝置清洗過後餘氯濃度提高,總異營菌數則隨之降低。現地採樣期間共六個月,半年內觀察到水塔中的自來水雖然餘氯濃度稍微下降,仍維持相當低之總異營菌數。zh_TW
dc.description.abstractUsing chlorine as disinfection in water purification procedure has been more than 100 years. Drinking water in the distribution network maintains a certain amount of residual chlorine concentration to prevent regrowth of microorganisms. The sufficient residual chlorine concentration, maintaining the drinking water quality stability during the distribution system. However, regrowth of microorganisms might happen during the water main pipe and premise plumbing. The longer residence time and higher ambient temperature in water main and premise pluming might lead to some water quality problems. At the rooftop water tower and the inner pipe wall, microbes regrow in bulk water and biofilm. Unfortunately, microbial regrowth would lead water quality deterioration, such as taste, odor and even pathogens. This study explores about rooftop water tower which is common to use in many houses in Taiwan, and observes the water quality impact of cleaning the rooftop water tower. In the laboratory, there is a benchtop reactor system to simulate the reality of the household water supply, and also take water samples in the current building water supply system. By analyzing the change in microbial and chemical stability of water quality over time, to observe the microbial re-growth and formation of disinfection by-products(DBPs) in drinking water that passes through the premise plumbing. In this study, such long-running the drinking water storage device (such as rooftop water tower) was observed, which resulted in the decrease the concentration of residual chlorine, increase the heterotrophic plate count (HPC), and increase Trihalomethanes in the tap water. With the result of cleaning the water storage device, the experimental results showed that the consumption of residual chlorine was reduced after the water storage device was cleaned. During the experimental period of six months, the tap water in the rooftop water tower was observed that although the residual chlorine concentration decreased slightly, and the total number of total bacteria was still low.en
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Previous issue date: 2017
en
dc.description.tableofcontents摘要 II
Abstract III
目錄 V
圖目錄 VIII
表目錄 XII
第一章 前言 1
1.1 研究背景 1
1.2 研究目的 2
第二章 文獻回顧 4
2.1 微生物在管線中的再生及生物膜 4
2.2 飲用水之生物穩定性(Biological stability) 5
2.3 建築內供水管線系統 6
2.4 加氯消毒之消毒副產物 9
第三章 研究方法與材料 12
3.1 實驗架構 12
3.2 反應槽裝置以及水樣採集 14
3.2.1 反應槽模擬系統清洗方式及採樣規劃 14
3.2.2 現地系統與採樣規劃 15
3.2.3 水樣採集、預處理與保存 17
3.3 溫度、pH值測量 18
3.4 水中餘氯分析 19
3.5 水中溶解性有機碳分析(Dissolved organic carbon, DOC) 19
3.6 吸光值UV254以及比吸光值SUVA 值 20
3.7 消毒副產物生成潛勢 20
3.8 消毒副產物分析 21
3.8.1 液相/液相萃取 21
3.8.2 鹵乙酸衍生化 22
3.8.3 定性與定量 23
3.9 水中總異營菌數(Heterotrophic Plate Count, HPC) 23
3.10 統計方法(相關性分析) 25
第四章 實驗結果 27
4.1 反應槽模擬系統 27
4.1.1 溫度與pH值 27
4.1.2 餘氯 28
4.1.3 水中溶解性有機碳(DOC)濃度與UV254比吸光值(SUVA) 32
4.1.4 消毒副產物生成潛勢(DBPFP) 34
4.1.5 消毒副產物(DBP) 38
4.1.6 水中總異營菌數 (HPC) 50
4.2 現地採樣系統 52
4.2.1 採樣時之天候狀況、溫度與水中pH值 52
4.2.2 餘氯 53
4.2.3 水中溶解性有機碳(DOC)濃度與SUVA值 56
4.2.4 消毒副產物生成潛勢(DBPFP) 57
4.2.5 消毒副產物(DBP) 60
4.2.6 水中總異營菌數 (HPC) 72
4.3 各項水質項目綜合比較 74
4.3.1 反應槽模擬系統 74
4.3.2 現地採樣系統 76
第五章 數據討論 78
5.1 台北自來水水質 78
5.2 建物配管以及水塔中之生物膜對於建築供水系統水質之影響 79
5.3 清除水塔中之生物膜對於建築供水系統中水質之影響 82
5.4 相關性分析 86
5.4.1 反應槽模擬系統 86
5.4.2 現地採樣系統 90
第六章 結論與建議 95
6.1 結論 95
6.2 建議 96
參考文獻 97
附錄 104
dc.language.isozh-TW
dc.subject自來水zh_TW
dc.subject水塔zh_TW
dc.subject自由餘氯zh_TW
dc.subject生物膜zh_TW
dc.subject總異營菌數zh_TW
dc.subject消毒副產物zh_TW
dc.subjectfree residual chlorineen
dc.subjectTap wateren
dc.subjectrooftop water toweren
dc.subjectdisinfection by-products(DBPs)en
dc.subjectheterotrophic plate count(HPC)en
dc.subjectbiofilmen
dc.title生物膜對於建築供水系統中水質之影響zh_TW
dc.titleThe Influence of Biofilm in Drinking Water Plumbing System on Water Qualityen
dc.typeThesis
dc.date.schoolyear105-2
dc.description.degree碩士
dc.contributor.oralexamcommittee王根樹,林逸彬,簡義杰
dc.subject.keyword自來水,水塔,自由餘氯,生物膜,總異營菌數,消毒副產物,zh_TW
dc.subject.keywordTap water,rooftop water tower,free residual chlorine,heterotrophic plate count(HPC),biofilm,disinfection by-products(DBPs),en
dc.relation.page108
dc.identifier.doi10.6342/NTU201703412
dc.rights.note有償授權
dc.date.accepted2017-08-15
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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