地下水中二價鐵錳離子氧化、沉澱與過濾行為之研究

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標題:	地下水中二價鐵錳離子氧化、沉澱與過濾行為之研究 The Study of Oxidation, Precipitation and Filtration Behavior of Iron(II) and Manganese(II) Ions in Groundwater
作者:	蕭獻章
貢獻者:	甘其銓嘉南藥理科技大學：環境工程與科學系曁研究所
關鍵字:	鐵錳 NaOCl KMnO4 MIOX Iron Manganese NaOCl KMnO4 MIOX
日期:	2009
上傳時間:	2010-06-08 13:57:49 (UTC+8)
摘要:	地下水中含有鐵、錳這二項物質是非常普遍的，鐵、錳在淨水程序上若未能完善處理，於配水系統中會造成微生物的滋長與生物膜的形成，使管線阻塞，此外鐵、錳亦會消耗水中的餘氯降低殺菌力，將於供水時引起細菌的再污染與色度、臭味等問題產生。鐵、錳在飲用水水質標準中的規定值分別為0.30與0.05 mg/L以下。本研究以NaOCl、KMnO4與MIOX作為氧化劑，針對高濃度與低濃度的鐵、錳原水，於不同操作條件下進行氧化試驗，再以0.45 μm的薄膜過濾並搭配SEM/EDS觀察鐵、錳氧化物與組成份。研究結果發現鐵、錳相較之下，鐵的氧化比較容易，反觀錳的氧化不易，受到pH值影響為最大，pH 8.0以上對於錳的氧化有正面效果，當鐵、錳共存於原水時，錳的去除效率高過於原水中單獨錳時，推測鐵、錳共存於原水時，鐵、錳產生共沉降與吸附氧化現象來達到錳的去除。 pH 9.0以上與高攪拌強度對於鐵氧化物沉降性不佳，低溫狀況下不利於鐵的氧化，並導致殘餘鐵濃度過高，原水中錳單獨存在時，KMnO4 劑量以0.96 mg/L對錳去除最佳，鐵、錳共存時，KMnO4劑量以0.72 mg/L時即可達到法規之標準，過高的加藥量會導致錳的殘餘濃度增加。鐵、錳共存於原水使用MIOX作為氧化劑時，劑量5 mg/L、pH值在7.0~9.0，反應時間需達到30分鐘以上，才能讓鐵、錳達到法規標準之要求。在SEM/EDS觀測濾紙上的沉澱物中發現，薄膜表面錳氧化物的組成比例有增加之趨勢，表示氧化效果越佳，此結果也可由殘餘錳濃度相互印證。 It is a common phenomenon that the existence of iron and manganese in groundwater for drinking water treatment. The iron and manganese will reduce disinfectant such as chlorine in water, therefore, the bacteria and biofilm will regrow in the water distribution pipe system if the iron and manganese were not treated properly in water treatment plant. As concentration of Fe and Mn in water are excess, the water becomes red-brown, and probably blockade water pipes in water supply system. In order to avoid these problems, the standards of drinking water quality in Taiwan are extremely strict, Fe is less than 0.3 mg/L and Mn is less than 0.05 mg/ L. In this study, NaOCl, KMnO4 and MIOX were used to perform oxidation test under different operating conditions for two different iron and manganese concentrations source water. The oxidation sample was filtrated with 0.45 μm membrane and permeate was measured. Solid on the membrane from the iron and manganese oxidation was analyzed with SEM/EDS. The results show that iron oxidation reaction is faster than manganese. The oxidation of manganese is strongly correlated with pH. When pH value is higher than 8, the oxidation of manganese showed the positive effect. The results also showed higher mixing intensity cause the worse removal efficiency of iron and manganese oxides when pH value more than 9. Iron oxidation is slow at low temperature and would residual higher iron concentration. When manganese exists alone in source water, the manganese best removal was observed at the dosage of 0.96 mg/L KMnO4. When iron and manganese were both exist in the water, 0.72 mg/L KMnO4 showed the highest removal efficiency. The manganese filtration removal efficiency is higher with the existence of iron than only manganese in the source water. It is estimated that iron and manganese co-precipitation to enhance remove manganese ion in water. KMnO4 overdosing would cause higher residual concentration of manganese. For the MIOX oxidation test, the optimal dosage is 5 mg/L, pH from 7 to 9. However, the require reaction time for MIOX needs more than 30 minutes to oxidize the iron and manganese. Solid on the membrane from the iron and manganese oxides was analyzed with SEM/EDS. The results showed increased manganese solids composition percentage with higher iron and manganese oxidation efficiency. The results show higher oxidation efficiency could be proved by the lower residual manganese concentration in water.
關聯:	校內公開，校外永不公開，學年度：97，149頁
顯示於類別:	[環境工程與科學系(所)] 博碩士論文

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