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研究生: 蔡倩誼
Tsai, Chien-yi
論文名稱: 前氧化劑對藻類去除之影響
The effect of preoxidants for algae removal
指導教授: 葉宣顯
Yeh, Hsuan-Hsien
學位類別: 碩士
Master
系所名稱: 工學院 - 環境工程學系
Department of Environmental Engineering
論文出版年: 2006
畢業學年度: 94
語文別: 中文
論文頁數: 99
中文關鍵詞: 混凝前氧化劑臭氧藻類高錳酸鉀
外文關鍵詞: algae, coagulation, ozone, potassium permangate, preoxidant
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  • 台灣地區自來水原水有超過65 %以上之比例來自水庫水,加以優養化之情形日益嚴重,故藻類在水庫水內之繁殖非常普遍。藻可引起臭味及藻毒等水質問題。在淨水程序上,藻體如未在混凝、沉澱時去除,有些藻種可能阻塞濾床。有些則可貫穿濾床,存在於清水中,而引起配水管網內水質惡化之問題。
    本研究係以Navicula sp.(舟型藻-矽藻)和Microcystis sp.(微囊藻-藍綠藻) 兩種純藻分別配製人工懸浮藻液,以0.015M NaClO4為背景鹽,試驗結果顯示以高錳酸鉀為前氧化劑,對後續之單純沉降或混凝沉降之藻體去除效果,均較臭氧為前氧化劑者佳。以探討臭氧及高錳酸鉀為前氧化劑,及有無鈣硬度存在時,對後續藻體單純沉降及混凝沉澱 (以明礬為混凝劑)除藻效果之影響。
    將矽藻人工藻液添加鈣硬度時,高錳酸鉀部分,可使上澄液殘餘藻數明顯降低許多。臭氧部分,其上澄液殘餘藻數仍會降低,其效果不及添加高錳酸鉀者明顯,但皆比未添加鈣硬度組來的好。無論是否有氧化劑或添加鈣硬度,藍綠藻皆會隨著時間的增加而上浮。
    當添加鈣硬度時,藍綠藻上浮情形仍就不變。有添加Ca2+和高劑量KMnO4之藻液,開始變色,由淡紫色轉變為黃綠色。推測是因MnO2吸附在藻體上,MnO2本身為黃褐色,且因添加Ca2+,鈣離子經由架橋(bridging)作用,而促進帶負電之MnO2,吸附於帶負電之藻體上。
    藉由 SEM觀察,高劑量的臭氧加量下,矽藻的藻體會破裂並造成NPDOC值增加,藍綠藻外面所包裹的黏質層 也會遭受破壞,部分藻體細胞會脫離,出現在黏質層外部,其NPDOC值也明顯上升。

    In Taiwan, over 65% of source water for public water supply is from reservoir. Owing to eutrophication, the growing of algae in the reservoir is quite common. Algae can cause water quality problems such as taste and odor and/or toxicity. During water treatment, if algae are not removed by coagulation and sedimentation, some species may clog filter. Some algae cells can penetrate filter media, and cause water quality deterioration in distribution system.
    In this study, two pure-cultured species, namely Navicula sp. (diatom) and Microcystia sp. (blue-green algae) were used to prepare algal suspension with background ionic strength provided by 0.015 M NaClO4.The effect of preoxidation by ozone and potassium permangate, and the existence or not of calcium ion on algae cells settling and their coagulation and sedimentation was focused.
    The results show that potassium permangate was more effective than ozone for diatom cells settling and their coagulation and sedimentation by alum. When calcium ions were added into the algal suspension, the residual algal cell concentrations in the supermatants after settling were reduced, no matter that preoxidants were used. However, this phenomenon was more prominent for potassium permangate than ozone. For blue-green algae, the cells always float, it did not matter if preoxidant or calcium ions were added or not. However, with the coexistence of calcium ions and potassium permangate, the color of the algal suspension was turned yellowish-brown, compared to the light purple when only potassium permangate was added. The explanations for these phenomena were that positively charged calcium ions can promote the adsorption of MnO2, the reduction product of permangate onto algae cell surface, both were negatively charged under neutral pH value. And the color of MnO2 is yellow-brown.
    Based on the observation by SEM, high ozone dosage was found to cause the disintegration of diatom cells and the rupture of mucilage layer of blue-green algae. Both would cause the increase in dissolved organic concentration and, therefore, the NPDOC value of the aqueous phase. Those organics would compete with algae cells for coagulants during the coagulation process, and have detrimental effect on algae coagulation removal.

    中文摘要……………………………………………………Ⅰ 英文摘要……………………………………………………Ⅱ 誌謝…………………………………………………………Ⅳ 目錄…………………………………………………………Ⅴ 表目錄………………………………………………………Ⅸ 圖目錄………………………………………………………Ⅹ 第一章 前言…………………………………………………1 第二章 文獻回顧……………………………………………2 2-1藻類的來源與特性………………………………………2 2-1-1藻類對湖泊/水庫之影響…………………………2 2-2藻類介紹…………………………………………………4 2-2-1矽藻簡介……………………………………………4 2-2-2 藍綠藻簡介………………………………………6 2-3 湖泊的分類及優養化…………………………………8 2-4 高錳酸鉀簡介…………………………………………8 2-4-1高錳酸鉀之物化性質……………………………8 2-4-2高錳酸鉀的在不同pH值下的電位性……………10 2-5臭氧……………………………………………………13 2-5-1臭氧之物化特性…………………………………13 2-5-2臭氧之作用與機制………………………………14 2-6不同氧化劑對藻類之影響……………………………15 2-6-1 硫酸銅…………………………………………15 2-6-2 前氯……………………………………………15 2-6-3 臭氧……………………………………………16 2-6-4 高錳酸鉀………………………………………16 2-7混凝和膠凝作用………………………………………17 2-7-1 混凝理論………………………………………17 2-7-2硫酸鋁混凝劑之特性……………………………19 2-7-3影響混凝作用之因………………………………20 2-8不同混凝劑對藻類之影響……………………………22 2-9 前氧化作用對混凝除藻的影響……………………24 2-9-1 臭氧對混凝之影響……………………………24 2-9-2高錳酸鉀對混凝之影響………………………25 第三章 材料與方法……………………………………27 3-1 實驗規劃………………………………………………27 3-2 試驗流程………………………………………………27 3-2-1 人工藻液的製備…………………………………30 3-2-1-1 純種矽藻培養之環境及條件………………30 3-2-1-2矽藻濃度計數………………………………30 3-2-1-3 藍綠藻來源…………………………………34 3-2-1-4 藍綠藻濃度之計數…………………………34 3-2-1-5 藻體人工原水之配置………………………35 3-2-2 氧化劑的製備與使用……………………………35 3-2-2-1高錳酸鉀溶液之製備………………………35 3-2-2-2 高錳酸鉀溶液的標定………………………35 3-2-2-3 臭氧反應器設備……………………………36 3-2-3藻體的氧化實驗…………………………………40 3-2-4氧化沉降試驗……………………………………40 3-2-4-1矽藻…………………………………………40 3-2-4-2藍綠藻………………………………………40 3-2-5藻體SEM影像之觀察………………………………41 3-2-6混凝除藻實驗……………………………………42 3-2-6-1 矽藻混凝流程………………………………42 3-3各項水質參數之分析方法……………………………43 3-3-1氣相中臭氧之測定………………………………43 3-3-2 非揮發性溶解有機碳之分析……………………44 3-3-3 界達電位…………………………………………45 3-3-4 pH值……………………………………………46 3-3-5藻類之計數………………………………………46 3-3-6水中總溶解固體物及懸浮固體物檢測方法103℃ ~105℃乾燥……………………………………47 第四章 結果與討論………………………………………48 4-1 前氧化劑對矽藻沉降性之響…………………………48 4-1-1 臭氧………………………………………………48 4-1-2高錳酸鉀…………………………………………52 4-1-3界達電位之變化…………………………………55 4-2 鈣硬度對藻體沉降性之影響…………………………57 4-2-1 臭氧………………………………………………57 4-2-2高錳酸鉀…………………………………………61 4-2-3添加鈣硬度後界達電位之變化…………………64 4-2-4最佳氧化劑量之探討……………………………65 4-3 前氧化劑對矽藻所釋出之NPDOC值變化之影響……66 4-4 前氧化對混凝除藻之影響……………………………68 4-4-1 藻體去除率………………………………………68 4-4-2 添加鈣硬度後之沉降變化………………………70 4-4-3有無添加鈣硬度後之界達電位…………………71 4-5 前氧化劑對藍綠藻沉降性之影響……………………72 4-5-1 臭氧………………………………………………72 4-5-2 高錳酸鉀…………………………………………75 4-6添加鈣硬度後沉降之變化……………………………78 4-6-1 臭氧………………………………………………78 4-6-2 高錳酸鉀…………………………………………82 4-7前氧化劑對藍綠藻所釋出之NPDOC值變化……………85 4-8藻體表面之二氧化錳…………………………………87 第五章 結論與建議………………………………………89 5-1 討論……………………………………………………89 5-2 建議……………………………………………………90 參考文獻……………………………………………………91

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