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系統識別號 U0002-1507200915042500
DOI 10.6846/TKU.2009.00501
論文名稱(中文) 三價鐵與Fenton混凝處理色度廢水之比較
論文名稱(英文) Comparisons of Treatment of Colored Wastewater between Ferric and Fenton Coagulation
第三語言論文名稱
校院名稱 淡江大學
系所名稱(中文) 水資源及環境工程學系碩士班
系所名稱(英文) Department of Water Resources and Environmental Engineering
外國學位學校名稱
外國學位學院名稱
外國學位研究所名稱
學年度 97
學期 2
出版年 98
研究生(中文) 黃建維
研究生(英文) Jian-Wei Huang
學號 696480994
學位類別 碩士
語言別 繁體中文
第二語言別
口試日期 2009-06-19
論文頁數 86頁
口試委員 指導教授 - 康世芳
委員 - 李柏青
委員 - 黃文鑑
關鍵字(中) 鐵鹽混凝
Fenton
Fenton-like
脫色
關鍵字(英) Coagulation
Fenton
Fenton-like
Decolorization
第三語言關鍵字
學科別分類
中文摘要
本研究以Evercion Red H-E3B反應性染料配製100 mg/L人工色度廢水,以鐵鹽(亞鐵及三價鐵)與過氧化氫加藥量、pH等為操作變數,研究目的為探討鐵鹽(三價鐵)混凝、Fenton、Fenton-like程序去除色度與溶解性有機物(DOC),同時比較各處理程序色度、DOC之去除機制。所有實驗採瓶杯試驗,人工色度廢水含色度及DOC分別為6,500單位(以ADMI方法表示)及16.5 mg/L。此外,各程序去除色度與DOC機制比較實驗之皆控制pH 4。
研究結果顯示Fe3+混凝與Fenton混凝去除色度、DOC之最佳pH分別為pH 3~5與pH 2~4,色度去除率可達80%以上。Fenton及Fenton-like混凝脫色效果較鐵鹽混凝佳,其單位鐵鹽色度去除量為Fe3+混凝之10.5倍,但鐵鹽混凝、Fenton、Fenton-like 程序於DOC效果上,無明顯差異。Fenton及Fenton-like程序同時具有氫氧自由基氧化及混凝效果,氫氧自由基氧化可有效脫色,但無法礦化DOC。於低鐵鹽加藥量時,脫色主要機制為氧化,色度去除率可達90%以上,DOC主要為氧化去除,但僅有約25%去除率。   
於高鐵鹽加藥量時,Fenton及Fenton-like混凝去除率約90%,主要為混凝去除,而非氫氧自由基氧化。比較Fenton及Fenton-like混凝去除色度機制,顯示Fenton程序氧化與混凝脫色比率約4 : 1,相對地Fenton-like程序氧化與混凝脫色比率約為1 : 4。高鐵鹽加藥量時,Fenton及Fenton-like混凝去除色度機制之主要分別為氧化與混凝去除。故Fenton及Fenton-like程序較適用於脫色處理而非去除DOC。
英文摘要
The purposes of this study are to investigate the removals of color and dissolved organic carbon (DOC) by ferric coagulation, the Fenton and Fenton-like coagulation processes, to compare the removal mechanisms of color and DOC among three processes. The synthetic colored wastewater samples were prepared from 100 mg/L of a red reactive azo dyestuff, Red H-E3B, and contained color and DOC were 6,500 uint (expressed by ADMI method) and 16.5 mg/L, respectively. The experimental variables studied include dosages of iron salts (ferrous and ferric) and hydrogen peroxide (H2O2), pH. All experiments were conducted by the Jar test. Furthermore, the experiments for comparing the removal mechanisms among three processes were controlled at pH of 4.
    The result showed that optimum pH for color removal occurred at pH 3-5 and at pH 2-4 by ferric coagulation and the Fenton coagulation, respectively. The color removal can reach more than 80% by both ferric and the Fenton coagulation processes. The color removals by the Fenton and Fenton-like coagulation were markedly better than ferric coagulation. The ratio of color removal efficiency, expressed by color removed per iron dosage, between the Fenton, Fenton-like and ferric coagulation was 10.5. However, the DOC removals were the same among three processes. Since the Fenton and Fenton-like coagulation have dual functions of the hydroxyl radical(OH●) oxidation and ferric coagulation, the OH● oxidation can effectively remove color, but the removal of DOC was poor. In the presence of low iron dosages, more than 90% of color can be removed mainly by the OH● oxidation, whereas, only 25% of DOC was poorly removed by the Fenton and Fenton-like coagulation processes.  
    In the presence of high dosages, the DOC removals can reach to more than 90% by both the Fenton and Fenton-like coagulation processes.  Moreover, it was observed that the removal of DOC was mainly by ferric coagulation but the OH● oxidation. Besides, comparing the color removal mechanisms between the Fenton and Fenton-like coagulation processes, the ratio of color removal by the OH● oxidation and ferric coagulation was 4 to 1 for the Fenton coagulation.  In contract, it was 4 to 1 for the Fenton-like coagulation.  Therefore, it demonstrated that the color removal  was mainly by the OH● oxidation and ferric coagulation, respectively, by the Fenton and Fenton-like coagulation. It is concluded that the DOC was mainly removed by ferric coagulation but the OH● oxidation.  Both the Fenton and Fenton-like coagulation processes were better used for color removal but DOC removal.
第三語言摘要
論文目次
目錄
目錄	Ⅰ
表目錄	Ⅴ
圖目錄	Ⅶ
第一章	前言	1
1-1	研究緣起	1
1-2  研究目的	3
第二章 文獻回顧	4
2-1 染整廢水與化學污泥基本特性	4
2-1-1染料廢水特性	4
2-1-2 染整化學污泥特性	8
2-2 化學混凝處理染整廢水	10
2-2-1化學混凝理論	10
2-2-2化學混凝法處理染整廢水	14
2-3 Fenton程序處理染整廢水	16
2-3-1 Fenton程序理論	16
2-3-2	Fenton程序影響因素	18
2-3-3 Fenton程序處理染整廢水	20
2-4污泥酸化與污泥脫水特性	23
2-4-1化學污泥酸化原理	23
2-4-2污泥脫水特性	24
第三章 實驗材料與方法	28
3-1  實驗材料	28
3-1-1 人工色度廢水	28
3-1-2人工污泥	31
3-1-3 實驗藥品	32
3-1-4實驗設備	33
3-2  實驗方法	36
3-2-1  三價鐵與Fenton程序混凝瓶杯試驗	36
3-2-2  污泥調理瓶杯試驗	39
3-2-3  污泥過濾SRF試驗	40
3-2-4  污泥脫水CST試驗	41
3-3  水質分析	42
第四章 結果與討論	44
4-1  鐵鹽混凝處理人工色度廢水	44
4-1-1   pH 對鐵鹽混凝去除色度與DOC之影響	44
4-1-2   鐵鹽加藥量對鐵鹽混凝去除色度與DOC之影響	45
4-2  Fenton/Fenton-like程序處理人工染整廢水之影響	48
4-2-1  pH對Fenton混凝去除色度與DOC之影響	48
4-2-2  鐵鹽加藥量對Fenton/Fenton-like混凝去除色度與DOC之影響	50
4-2-3  H2O2加藥量對Fenton/Fenton-like混凝去除色度與DOC之影響	53
4-2-4 鐵鹽混凝與Fenton / Fenton-like混凝處理人工色度廢水綜合比較	58
4-3 鐵鹽混凝與Fenton / Fenton-like混凝去除色度及DOC機制	62
4-3-1鐵鹽混凝與Fenton / Fenton-like混凝去除色度機制之比較		62
4-3-2 鐵鹽混凝與Fenton/Fenton-like混凝去除DOC機制之比較		66
4-3-3 H2O2加藥量對Fenton/Fenton-like混凝去除色度與DOC機制之影響	68
4-4 人工色度污泥酸化及脫水性	71
4-4-1 酸化對污泥體積及固體物減量影響	72
4-4-2 酸化對鐵鹽溶出濃度、回收率與效率之影響	75
4-4-3酸化對上澄液色度、有機物的影響	78
4-4-4酸化對污泥脫水性之影響	80
第五章  結論	83
參考文獻	84
 
圖目錄

圖3- 1 Evercion Red H-E3B 偶氮染料之UV-VIS光譜圖	30
圖3- 2六連式瓶杯試驗機	33
圖3- 3布氏(Buchner)漏斗試驗裝置	35
圖3- 4毛細汲取時間(CST)試驗設備	35
圖3- 5 鐵鹽化學混凝之實驗流程	38
圖3- 6 Fenton / Fenton-like之實驗流程	38
圖3- 7  Fe 檢量線	43
圖4- 1 pH對鐵鹽混凝去除色度及DOC之影響(Fe3+=50 mg/L)	45
圖4- 2鐵鹽加藥量對鐵鹽混凝去除色度與DOC之影響	47
圖4- 3鐵鹽加藥量對鐵鹽混凝污泥產量之影響(pH 4)	47
圖4- 4 pH對Fenton混凝去除色度及DOC之影響	49
圖4- 5鐵鹽加藥量對Fenton程序處理人工色度廢水之影響	52
圖4- 6鐵鹽加藥量對Fenton程序處理人工色度廢水之影響	52
圖4- 7 H2O2單獨氧化去除色度與DOC之影響( Fe2+=0 )	56
圖4- 8  H2O2對Fenton / Fenton-like混凝去除色度與DOC之影響(Fe2+ / Fe3+ =5 mg/L)	56
圖4- 9  H2O2對Fenton / Fenton-like混凝去除色度與DOC之影響	57
圖4- 10 Fe3+混凝、Fenton/ Fenton-like混凝經溶出後色度殘留率之比較(H2O2=100 mg/L)	64
圖4- 11鐵鹽混凝與Fenton / Fenton-like混凝色度溶出率之比較( H2O2=100 mg/L)	65
圖4- 12 Fe3+混凝與Fenton/ Fenton-like混凝經溶出後DOC殘留率之比較 (H2O2=100 mg/L)	67
圖4- 13鐵鹽混凝與Fenton / Fenton-like程序DOC溶出率之比較(H2O2=100 mg/L)	68
圖4- 14 Fenton/ Fenton-like色度及DOC溶出率比較	70
圖4- 15 Fenton/ Fenton-like色度及DOC溶出率比較	70
圖4- 16 酸化對鐵鹽污泥重量及體積減少之影響	73
圖4- 17 酸化對Fenton污泥重量及體積減少之影響	73
圖4- 18鐵鹽、Fenton污泥酸化調理後上澄液鐵含量	77
圖4- 19鐵鹽、Fenton污泥酸化調理後鐵回收率	77
圖4- 20鐵鹽、Fenton污泥酸化調理後上澄液色度濃度	79
圖4- 21鐵鹽、Fenton污泥酸化調理後上澄液DOC濃度	80
圖4- 22 酸化對鐵鹽污泥脫水特性之影響	81
圖4- 23 酸化對Fenton污泥脫水特性之影響	82
 
表目錄

表2- 1典型紡織染整廢水的特性	7
表2- 2 我國目前印染整業規範之放流水標準	8
表2- 3污泥比阻抗與過濾難易程度之關係	26
表3- 1反應性偶氮染料Evercion Red H-E3B基本資料	29
表4- 1鐵鹽混凝與Fenton / Fenton-like混八於低鐵鹽加藥量時去除色度及DOC之比較 (Fe3+、Fe2+ = 5 mg/L)	60
表4- 2鐵鹽混凝與Fenton / Fenton-like混凝於高鐵鹽加藥量時去除色度及DOC之比較(Fe3+、Fe2+ = 50 mg/L)	61
表4- 3 鐵鹽加藥量對人工色度廢水 ( 0.5、50L )之色度與DOC去除效果(pH 4)	71
表4- 4 鐵鹽、Fenton污泥酸化後之減量及鐵溶出特性	74
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