簡易檢索 / 詳目顯示

研究生: 周松霖
Chou, Song-Ling
論文名稱: 前氧化劑處理水中藻類最佳化操作技術之研究
The Optimum Operation of preoxidant in 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: 2005
畢業學年度: 93
語文別: 中文
論文頁數: 108
中文關鍵詞: 藻類前氧化劑高錳酸鉀臭氧
外文關鍵詞: algae, preoxidant, potassium permanganate, ozone
相關次數: 點閱:108下載:1
分享至:
查詢本校圖書館目錄 查詢臺灣博碩士論文知識加值系統 勘誤回報
  •   近年來國內水體的水質條件日趨惡化,大量流入的養分使水庫水質呈現優氧化的狀態,造成原水中的藻類大量生長,對後續的淨水處理流程構成困擾。在藻類問題的處理上,以氯為前氧化劑搭配後續傳統處理流程的方式可有效的增進藻類的去除率,但前氯在使用上有形成消毒副產物的問題,因此,尋找一個安全且有效的前氧化劑來替代氯是相當重要的。
      本研究中,我們採用臭氧和高錳酸鉀為前氧化劑,配合純種的綠藻 (頂棘藻Chodatella sp.)和藍綠藻 (顫藻Oscillatoria sp.)進行研究,藉不同藻種受氧化劑影響的差異來探討氧化劑的使用條件、效果,並進一步的推測氧化劑可能的作用機制。
      研究的結果顯示,對綠藻而言,高錳酸鉀和臭氧皆可有效的提升去除效率,且此效果和氧化劑劑量成正比。藍綠藻的去除率因受其自身凝聚效用的影響,在使用高錳酸鉀時需達到一最低劑量才可有效的增進去除率,臭氧則因其氧化力過強,故可能不適用於較脆弱的藍綠藻。此外,不論是採用高錳酸鉀或臭氧為前氧化劑,過高的氧化劑量皆有造成藻體破裂的疑慮,因此前氧化劑在使用上須有一最高劑量的限制,且此劑量會隨著處理藻種的不同及藻體濃度而變動。
      在氧化劑作用機制的研究上,臭氧可能的作用機制為,藉由其本身氧化力改變藻體的表面性質使其易於被沉降去除;高錳酸鉀可能的作用機制,除以本身的氧化力改變藻體表面性質外,還有幫助藻體凝聚的效用,其中,高錳酸鉀的還原產物二氧化錳亦有幫助凝聚的效果。

    關鍵字:藻類、前氧化劑、臭氧、高錳酸鉀

     Recently, the water quality of source water for public water supply in Taiwan is deteriorating. The huge inflow of nutrients make the reservoir water becomes eutrophic, which also leads to an increase in algae concentration in the water. A large number of algae in the source water will give a burden to the water treatment process. On the purpose of solving algae problem, prechlorination is a useful method. However, prechlorination may increase the formation of disinfection by-products (DBPs). Consequently, finding a safe and useful preoxidant to replace prechlorination is very important.
     In this studying, ozone and potassium permanganate were tested as alternative preoxidant. Two pure-cultured algae species, namely Chodatella sp. (green algae) and Oscillatoria sp. (blue-green algae), were selected. The effect of oxidants on algae cells and it’s variation between algae species were studied. Further, the mechanism of preoxidants oxidation on algae was also proposed.
     The results show that for green algae, both ozone and potassium permanganate preoxidantion could effectively increase algae removal, and the removal rate increased with increasing dosage. For blue-green algae, there existed a minimum dosage for potassium permanganate. Only when dosage exceeded this value, did it show the effect of improving algae removal. This probably is due to the self-agglomeration of the blue-green algae. Ozone, due to it’s strong oxidation power, is not suitable for the fragile blue-green algae. Furthermore, for both ozone and permanganate, excessive dosage may cause the rupture of algae cell. Therefore, there existed the highest allowable dosage in preoxidantion, and this value would vary with algae species and cell concentration.
     As far as the mechanism of ozone and permanganate preoxidation is concerned, ozone probably is using it’s oxidation power to change the surface properties of the cells, and then promoting their setting. Which for permanganate, in addition to changing cell surface properties of the cells through oxidation, permanganate could produce MnO2, the reducing product of permanganate, to promote cell agglomeration.

    Key word:algae、preoxidant、ozone、potassium permanganate

    目錄 摘要 Ⅰ Abstract Ⅲ 誌謝 Ⅴ 目錄 Ⅶ 表目錄 ⅩⅠ 圖目錄 ⅩⅢ 第一章 前言 1 第二章 文獻回顧 3 2-1藻類對淨水程序的影響 3 2-2藻類的特性 4 2-2-1藻類的基本生理特性 4 2-2-2 原水中藻類的特性 6 2-3前氧化劑的作用與特性 10 2-3-1前氧化劑的作用 10 2-3-1-1前氯的作用 10 2-3-1-2前臭氧的作用 11 2-3-1-3前高錳酸鉀的作用 12 2-3-1-4氧化劑的比較 13 2-3-2臭氧(Ozone, O3)的特性 15 2-3-2-1臭氧的基本性質 15 2-3-2-2臭氧反應的途徑 18 2-3-3 高錳酸鉀(Potassium Permanganate, KMnO4)的特性 19 2-3-3-1高錳酸鉀的基本性質 19 2-3-3-2高錳酸鉀反應的途徑 23 2-4影響除藻成效的因素 27 第三章 實驗設備與方法 31 3-1實驗規劃 31 3-2試驗流程 31 3-2-1人工藻液製備 33 3-2-1-1純種藻種培養 33 3-2-1-2藻類濃度計數 34 3-2-1-3實驗用藻液的配製 38 3-2-2氧化劑的製備與使用 40 3-2-2-1高錳酸鉀溶液的製備 40 3-2-2-2高錳酸鉀溶液的標定 41 3-2-2-3臭氧反應設備 41 3-2-2-4臭氧加量的計算 44 3-2-3藻體的氧化實驗 46 3-2-4藻體的沉降實驗 46 3-2-5藻體的SEM觀察 47 3-3水質分析方法 49 3-3-1藻類的鑑定與計數 49 3-3-2非揮發性溶解有機碳 (Non-Purgable Dissolved Organic Carbon, NPDOC)之分析 50 3-3-3 pH值 50 3-3-4界達電位 51 3-3-5硬度值之測定 53 第四章 結果與討論 55 4-1氧化劑加量對藻體的影響 55 4-1-1氧化劑加量對綠藻藻體釋放NPDOC值的影響 55 4-1-2氧化劑加量對藍綠藻藻體釋放NPDOC值的影響 58 4-1-3氧化劑的加量限制 61 4-1-3-1高錳酸鉀氧化劑的加量限制 62 4-1-3-2臭氧的加量限制 62 4-2氧化劑的除藻效果 64 4-2-1氧化劑對綠藻的去除效果 64 4-2-2氧化劑對藍綠藻的除藻效果 67 4-2-3氧化劑除藻效果的比較 70 4-3硬度對氧化劑作用的影響 72 4-3-1硬度對藻體有機物(NPDOC)釋放的影響 72 4-3-1-1硬度對綠藻藻體有機物(NPDOC)釋放的影響 72 4-3-1-2硬度對藍綠藻藻體有機物(NPDOC)釋放的影響 76 4-3-1-3硬度對藻體有機物(NPDOC)釋放影響的比較 76 4-3-2硬度對氧化劑除藻效果的影響 80 4-3-2-1硬度對氧化劑去除綠藻效果的影響 80 4-3-2-2硬度對氧化劑去除藍綠藻效果的影響 83 4-3-3氧化劑作用和硬度的關係 86 4-4氧化劑作用的機制 87 4-4-1氧化劑對綠藻藻體表面電位(Zeta potential)的影響 87 4-4-2 pH值對藻體藻體沉降效果的影響 90 4-4-3高錳酸鉀對藻體凝聚效果的影響 95 第五章 結論與建議 99 5-1結論 99 5-2建議 101 參考文獻 103 表目錄 表2-1民國74年至84年澄清湖水中之優勢藻類 8 表2-2臭氧的基本特性 17 表2-3高錳酸鉀的溶解度與溫度的關係 20 表2-4高錳酸鉀的基本性質 20 表3-1綠藻的營養鹽配方 35 表3-2藍綠藻的營養鹽配方 36 表3-3酒精濃度與浸泡時間 48 圖目錄 圖2-1高錳酸鉀在淨水程序中可能之添加點(Fieck, 1980). 22 圖2-2 Mn於pH – pε之分佈圖(25℃).................................... 25 圖2-3二氧化錳之表面構造及反應途徑 28 圖2-4膠體藉電價中合及沈澱掃曳的示意圖 30 圖3-1實驗之規劃流程 ..32 圖3-2分光光度計偵測綠藻藻液之最佳吸收波長 37 圖3-3以分光光度計偵測綠藻濃度的檢量線 37 圖3-4綠藻的對數生長曲線(3000 LUX、25℃、20 mlCO2/day) 39 圖3-5藍綠藻的對數生長曲線(1000LUX、25℃、20 mlCO2/day) 39 圖3-6實驗室臭氧製造機設備 42 圖3-7臭氧產率與臭氧機功率的關係 45 圖4-1前氧化劑對綠藻NPDOC值之影響 56 圖4-2經不同劑量氧化劑氧化之綠藻的SEM照片 57 圖4-3前氧化劑對藍綠藻NPDOC值之影響.. 59 圖4-4經不同劑量氧化劑氧化之藍綠藻的SEM照片.. 60 圖4-5高錳酸鉀劑量和藻體NPDOC值上升的關係 63 圖4-6臭氧劑量和藻體NPDOC值上升的關係. 63 圖4-7高錳酸鉀劑量對綠藻沉降效果的影響. 65 圖4-8臭氧劑量對綠藻沉降效果的影響 65 圖4-9高錳酸鉀和臭氧對綠藻的除藻效果比較 66 圖4-10高錳酸鉀劑量對藍綠藻沉降效果的影響 68 圖4-11臭氧劑量對藍綠藻沉降效果的影響 68 圖4-12高錳酸鉀和臭氧對藍綠藻的除藻效果比較 69 圖4-13氧化劑除藻效果的比較. 71 圖4-14在硬度存在的條件下,綠藻藻體NPDOC值隨氧化劑劑量 變動的情形. 74 圖4-15有無硬度存在下,綠藻藻體NPDOC值隨高錳酸鉀劑量 的變化... 75 圖4-16有無硬度存在下,綠藻藻體NPDOC值隨臭氧劑量的變化 75 圖4-17在硬度存在的條件下,藍綠藻藻體NPDOC值隨氧化劑劑量 變動的情形... 77 圖4-18有無硬度存在下,藍綠藻藻體NPDOC值隨高錳酸鉀劑量 的變化........ 78 圖4-19有無硬度存在下,藍綠藻藻體NPDOC值隨臭氧劑量 的變化....... 78 圖4-20有硬度存在時,相似氧化劑量所形成的藻體NPDOC 的比較 79 圖4-21在無硬度的條件下,氧化劑對綠藻的沉降效果之比較.. 81 圖4-22在有硬度的條件下,氧化劑對綠藻的沉降效果之比較 81 圖4-23氧化劑除藻效果受硬度影響之比較(綠藻) 82 圖4-24在無硬度的條件下,氧化劑對藍綠藻沉降效果之比較 84 圖4-25在有硬度的條件下,氧化劑對藍綠藻沉降效果之比較. 84 圖4-26氧化劑除藻效果受硬度影響之比較(藍綠藻)... 85 圖4-27綠藻藻體的界達電位和氧化劑量的關係... 88 圖4-28在有無硬度的條件下,綠藻藻體界達電位受高錳酸鉀氧化劑影響之比較....... 88 圖4-29在有無硬度的條件下,綠藻藻體界達電位受臭氧氧化劑影響 之比較....... 89 圖4-30不同pH值下,藻體沉降效果的比較... 91 圖4-31不同pH值下,臭氧氧化劑除藻效果的比較... 92 圖4-32不同pH值下,高錳酸鉀氧化劑除藻效果的比較.. 92 圖4-33在有硬度的條件下,不同pH值對高錳酸鉀氧化劑除藻效果 的比較....... 94 圖4-34相同劑量的氧化劑作用下,綠藻凝聚現象的比較... 94 圖4-35綠藻上澄液殘留Ca2+濃度和高錳酸鉀加量的關係.. 96 圖4-36在有無硬度的條件下,高錳酸鉀和二氧化錳對綠藻除藻效果 的比較....... 96 圖4-37有硬度的條件下,藻體和二氧化錳凝聚機制的示意圖 98

    參考文獻

    Amirtharajah, A. and Mills, K. M. (1982) “Rapid-mix Design for Mechanisms of Alum Coagulation”, Jour. AWWA., 74 : 4 : 210-216.

    Ando A., Miwa M., Kajino M., and Tatsumi S. (1992) “Removal of Musty-ordorous Compounds in Water and Retained in Algal Cells through Water Purification Processes”, Wat. Sci. Tech., 25 : 2 : 299-306.

    Antoine, M. and Bénédicte, W. (1998) “Preozonation Couple Flotation Filtration : Successful Removal of Algae”, Wat. Sci. Tech., 37 : 2 : 65-73.

    Benoufella, F., Laplanche, A., Boisdon, V. and Bourbigot, M. M. (1994) “Elemination of Microcystis Cyanobacteria (Blue-Green Algae) by an Ozonflotation Process : A Pilot Plant Study”, Wat. Sci. Tech., 30 : 8 : 245-257.

    Bernhardt, H. and Clasen, J. (1991) “Investigations into The Flocculation Mechanisms of Small Algal Cells”. J Water SRT-Aqua, 43:5:222-232.

    Bernhardt, H. and Clasen, J. (1991) “Flocculation of Micro-organisms”, J Water SRT-Aqua, 40 : 2 : 76-87.

    Bernhardt, H. and Lusse, B. (1989) “Elimination of Zooplankton by Flocculation and Filtration”, J Water SRT-Aqua, 38 : 1 : 23-31.

    Bold, H. C. and Wynne, M. J. (1987) Introduction to the algae. Structure and Reproduction. Pretice-Hall, INC. Englewood Cliffs, New Jersey.

    Budavari, S. et. al. (1989) “7643 : Potassium Permanganate”, The Merck Index, 11th
    edition, Merck & Co., Inc., 7636

    Cleasby, J. L. (1975) “Iron and Manganese Removal-A Case Study”, Jour. AWWA, 67 : 2 : 147-149.

    Edzwald, J. K. (1993) “Algae, Bubles, Coagulants, and Dissolved Air Flotation.”, Wat. Sci. Tech., 27:10:67-81.

    Ficek, K. J. (1980) “Chap. 21 : Potassium Permanganate for Iron and Manganese Removal and Taste and Odor Control”, Water Treatment Plant Design, R. L. Sanks. (editor), Ann Arbor Science Publishers, Inc., 461-479.

    Ficek, K. J. and Reidies, A. H. (1992) “Chap. 8 : Potassium Permanganate”, Disinfection Alternatives of Safe Drinking Water, Bryant, E. A., Fulton, G. P. and Budd, G. C. (editor), New York : Van Nostrand Rcinhold, 259-276.

    Grahem, N. J. D. (1997) “The Role of Ozone Potassium Permanganate in Drinking Water Treatment”, Proceedings 3rd International Workshop on Drinking Water Quality Management and Treatment Technology, March 5-6, Taiwan, R.O.C., 29-52.

    John, S. and Ahammed, M. M. (1998) “A Simple Household Method for the Removal of Iron from Water”, J. Water SRT-Aqua, 47 : 2 : 47-49.

    Fitzgerald, G. P. (1996) “Use of Potassium Permanganate for Control of Problem Algae.”, Jour. AWWA, 56 : 5 : 609-614.

    Hoigen, J. and Bader, H. (1978) “Ozone Initiated Oxidation of Solutes in Wastewater : A Reaction Kinetic Approach”, Prog. Wtr. Technol, 10 : 657.

    Huang, C. P. et. al. (1999) “Collision Efficiencies of Algae and Kaolin in Depth Filter : The Effect of Surface Properties of Particles”, Wat. Res., 33 : 5 : 1278-1286.

    Kemp, H. T., Fuller, R. G., and Davidson, R. S. (1966) “Potassium Permanganate as An Algicide.”, Jour. AWWA, 54 : 2 : 255-263.

    Knocke, W. R., Shorney, H. L. and Bellamy, J. D. (1994) “Examining the Reactions Between Soluble Iron, DOC and Alternative Oxidants During Conventional Treatment”, Jour. AWWA, 86 : 1 : 117-127.

    Ladbury, J. W. and Cullis, C. F. (1958) “Kinetics and Mechanism of Oxidation by Permanganate”, Chem. Reviews, 58 : 3 : 403-438.

    Lam, A. K. Y., Prepans, E. E., Spink, D. and Hrudey, S. E. (1995) “Chemical Control of Hepatotoxic Phytoplankton Blooms : Implication for Human Health.”, Wat. Res., 29 : 8 : 1845-1854.
    Lee, R. E. (1989) Phycology. 2nd ed. Cambridge University Press. Cambridge.

    Leppard, G. G. (1996) “Colloidal Organic Fibrils of Acid Polysaccharides in Surface Water: Electron-optical Characteristics, Activities and Chemical Estimate of Abundance.”, Colloids and Surface A: physicochemical and Engineering Aspect, 120: 1-15.

    Liu, C. J. and Tseng S. K. (1996) “The Removal of Algal Biomass and Extracellular Products from Water”, Journal of the Chinese Institute of Engineerings, 19 : 1 :71-80.

    Ma, J. and Graham, N. (1996) “Controlling the Formation of Chloroform by Permanganate Preoxidation-Destruction of Precursors”, J Water SRT-Aqua, 45 : 6 : 308-315.

    Manley, T. C. and Niegowski, S. J. (1967) Kirkothmer Encyclopedia of Chemical Technology, Vol. 14, 2nded. John Wiley and Sons, Inc., New York. 410-432.

    Martin, R. (1998) “Effects and Mechanisms Involved in Preoxidation and Particle Separation Process”, Wat. Sci. Tech., 37 : 10 : 1-7.

    McCarty, J. J. and Smith, C. H. (1974) “A Revien of Ozone and it’s Application of Domestic Wastewater Treatment”, Jour. AWWA, 66 : 12 : 718-726.

    Miltner, J., Shukairt, M. and Summers, R. (1992) “Disinfection By-product Formation and Control by Ozonation and Biotreatment”, Jour. AWWA, 84 : 11 : 53-62.

    Morgan J. J. and Stumm, W. (1964) “Colloid- Chemical Properties of Manganese Dioxide”, J. of Coll. Sci., 19 : 347-359.

    Mouchet, P. and Bonnélye, V. (1998) “Solving Algae Problems : French Expertise and World-wide Application”, J Water SRT Aqua, 47 : 3 : 125-141.

    Moyers, B. and Wu, Y. S. (1985) “Removal of Organic Precursors by Permanganate Oxidation and Alum Coagulation”, Wat. Res., 19 : 3 : 309-314.

    Norris, L., Norris, R. E., Calvin, M. (1955) J. Exptl. Botany, 6: 64.

    Oluf, H. and Helmut, S. (1998) “Monitoring Raw Water Quality and Adjustment of Treatment Processes – Experiences at The Wahnbach Reservoir”, Wat. Sci. Tech., 37 : 2 : 43-48.

    Peterson, H. G. et al (1995) “Physiological Toxicity, Cell Membrance Damage and the Release of Dissolved Organic Carbon and Geosmin by Aphanizomenon Flocs-aquae after Explore to Water Treatment Chemicals”, Wat. Res., 29 : 6 : 1515-1523.

    Petruševski, B., Vlaški, A. Van Breeman, A. N. and Alaerts, G. J. (1993) “Influence of Algal Species and Cultivation Condition on Algal Removal in Direct Filtration”, Wat. Sci. Tech., 27 : 11 : 211-220.

    Petruševski, B., Van Breemen, A. N. and Alaerts, G. J. (1996) “Effect of Permanganate Pretreatment and Coagulation with Dual Coagulants Algae Removal in Direct Filtration”, J. Water SRT-Aqua, 45 : 5 : 316-326.

    Pieterse, A. J. H. and Cloot, A. (1997) “Algal Cells and Coagulation, Flocculation and Sedimentation process.”, Wat. Sci. Tech., 36 : 4 : 111-118.

    Plummer, J. D. and Edzwald, J. K. (2001) “Effect of Ozone on Algae as Precursors for Trihalomethane and Haloacetic Acid.”, Environ. Sci. Technol., 35 : 18 : 3661-3668.

    Posselt, H. S. and Anderson, F. J. (1968) “Cation Sorption on Colloidal Hydrous Manganese Dioxide”, Environ. Sci. & Tech., 2 : 12 : 1087-1093.

    Reckhow, D. A., Leqube, B., and Singer, P. C. (1986) “The Ozonation of Organic Halide Precursors : Effect of Bicarbonate”, Water Res., 20 : 8 : 987-998.

    Rice, R. G. (1989) “Ozone oxidation products-Implications for Drinking Water Treatment”, In Biohazard of Drinking Water Treatment, Larson, R. A., (ed.) Lewis Publishers, Inc. Chelsea, MI.

    Richard, Y. (1993) “Use of Ozone and Flotation for The Treatment of a Reservoir Water : the Dinan Case History”, Ozone Science & Engineering, 15 : 465-480.

    Roxana, O. R., Marisela, C. C., Rosa, O. C. V., Fernando, M. J., Teresa, P. N., Elvira, R. L., (2000) “Growth Evaluation and Bioproducts Characterization of Calothrix sp.”, Bio. Tech., 72 : 121-124

    Skoog, D. A., West, D. M. and Holler, F. J. (1990) “Chap. 17 : Applications of Oxidation/Reduction Titrations”, Analytical Chemistry : An Introduction, 5th edition. Yi Hsien Publishing Co., LTD.

    Stewarw, W. D. P. (1974) Algal Physiology and Biochemistry, Chap. 30 Extracellular Products, University of California Press, Los Angeles.

    Steynberg, M. C., Guglielmi, M. M., Geldenhuys, J. C., and Pieterse, J. H. (1996 a) “Chlorine and Chlorine Dioxide : Pre-oxidants Use as Algocide in Potable Water Plants”, J Water SRT-Aqua, 45 : 4 : 162-170.

    Steynberg, M. C., Pieterse, A. J. H. and Gelden, J. C. (1996 b) “Improved Coagulation and Filtration of Algae as a Result of Morphological and Behavioural Changes due to Pre-oxidation.”, J Water SRT-Aqua, 45 : 6 : 292-298.

    Stumm, W. & Morgan, J. J. (1996) “Chap. 8 : Oxidation and Reduction ; Equilibria and Microbial Mediation”, Aquatic Chemistry, 3th edition, John Wiley & Sons Inc., 462.

    Sukenik, A., Teltch, B., Wachs, A. W., Shelef, G., Nir, I. and Levanon, D. (1987) “Effect of Oxidants on Microalgal Flocculation”, Wat. Res., 21 : 5 : 533-539.

    Vlaški, A., van Breemen, A. N., and Alaerts, G. J. (1996) “Optimisation of Coagulation Conditions for the Removal of Cyanobacteria by Dissolved Air Flotation or Sedimentation”, J Water SRT-Aqua, 45:5:253-261.

    Weber, W. J. (1972) “Permanganate”, Physicochemical Processes – for Water Quality Control, John Wiley & Sons., 387-394.

    Wilson, D., Lewis, J., Noguria, F., Faivre, M., Boisdon, V. (1993) “The Use of Ozoflotation for the Removal of Algae and Pesticide from a Stored Lowland Water”, Ozone Science & Engineering, 15 : 481-496.

    Zawaki, J. (1992) “KMnO4 Contributes to Least-Cost Treatment Solution”, Wat./Eng. & Mange., 141 : 5 : 18-19.

    陳是瑩、曾怡禎 (1984) “澄清湖生態研究 Ⅰ:澄清湖水質與藻類季節變遷的研究”, 中華民國自來水協會第一屆給水技術研討會論文集.

    溫清光等 (1995) “澄清湖曝氣工程效益評估”, 台灣省自來水公司.

    葉宣顯等 (2000)“澄清湖高級淨水處理模型廠試驗研究(第二年)”, 台灣省自來水公司.

    陳郁仁 (2001)“前氧化劑對藻類去除影響之研究”, 碩士論文, 國立成功大學環境工程研究所

    下載圖示 校內:立即公開
    校外:2005-07-27公開
    QR CODE