Please use this identifier to cite or link to this item: http://hdl.handle.net/11455/34518
標題: A Study of Irrigation Water Turbidity Reduction by combining Submerged Filter net with microbe processing method -Ho-Li Canal of Ta-An River Basin as an example
應用「過濾網結合微生物處理法」以降低灌溉水濁度之研究-以大安溪流域內之后里圳為例
作者: Chen, Ming-Jin
陳明進
關鍵字: Holi Canal
后里圳
Separation of Sand and Water in Channel
Qualitative Benefit
在槽式水沙分離
定性效益
出版社: 水土保持學系所
引用: 1. 王雅慧,2001,「提升混凝沉澱對有機物之去除」。 2. 台灣省水利局,1984,集集共同引水計畫可行性規劃報告。 3. 台灣農村規劃發展學會, 2007,「大安溪后里圳農業灌溉用水質含砂量(濁度)之改善研究」-期中報告。 4. 邱志成,2000,「以生物濾床與浸水式生物濾膜槽作為水回收處理設備之探討」,東海大學環境科學研究所碩士論文。 5. 易任、王如意,1990「應用水文學」,國立編譯舘出版,茂昌圖書有限公司發行。 6. 林俊男,2002,「農業灌溉用水移用之衝擊」,台灣農業水資源之學術研究,pp.141-154。 7. 荊樹人﹑林瑩峰﹑李得元﹑施凱鐘﹑陳欽昭﹑2003﹑「慈濟大林醫院人工濕地介紹」。台東縣河川流域污染防治計畫水污染學術研討會論文集pp.10-1~ 10-6。 8. 陳輝陽,2002,「從水源多元化發展條例草案談水資源的永續發展」,永續產業發展雙月刊, 60-67。 9. 郭文健、陳盈利、邱盈達、陳鐘榮、黃興柔、葉昇和,2003,「二段式人工濕地在河川水質改善之應用~以屏東市千禧年公園為例」,台東縣河川流域污染防治計畫水污染學術研討會論文集pp.11-1〜11-6。 10.國科會,中部科學工業園區第三期發展區(后里基地—后里農場部分)開發計畫環境影響說明書。 11.梁昇、王永珍,2003,「衛星影像資訊應用於水庫集水區危險溪流管理」,遙感探測應用於天然災害之調查與預警研討會論文集,pp.1-11。 12.張王冠、洪仁陽、張敏超、邵信,2001,「薄膜生物技術應用於飲用水處理之探討」,自來水會刊,20(3):22-32。 13.張文賢,2004,「發現淡水河藍帶另一處羽翼紛飛的快樂天堂〜新海橋人工濕地水質自然淨化系統」。生態工法博覽會2004,會議手冊,pp.42~50。 14.張家源,陳安成,林曜文,甘鳳琴,2004,「好氧性SMBR系統中指標性微生物變化之研究」,第二十九屆廢水處理技術研討會,台南。 15.集集攔河堰管理中心,2006,「95年度集集攔河堰營運階段濃濁度監測成果表」。 16.楊磊,2003,「以植物復育(phytoremediation)生態技術處理污染」,台東縣河川流域污染防治計畫水污染學術研討會論文集pp.5-1~5-36。 17.萬騰州,1984,「都市污水生物處理特性及溫度對厭氣消化之影響」,國立中央大學土木工程研究所碩士論文。 18.廖福全,2004,「桃園地區自來水需水量成長趨勢推測之研究」,慶祝桃園大圳通水八十週年,桃園大圳水資源暨營運管理學術研討會論文集,pp.118-134。 19.劉振宇,2002,「農業水資源水質管理」,台灣農業水資源之學術研究pp.43-57。 20.鄭東文、陳沂仁、許益嘉,2004,『薄膜超過濾中濃度極化現象與濾速提升的方法』,化工,51(3): 69-76。 21.賴伯勳、鐘朝恭,郭耀程,2006「石門水庫面臨問題與因應對策」,工程環境會刊,1-21。 22.賴平雄,1992,「台灣省台中農田水利會灌溉管理問題與對策研究」,農業用水管理研討會論文集,pp.199-211。 23.應堅聖,1986,「生物膜法預先處理受污染自來水原水之研究」,國立中央大學土木工程研究所碩士論文。 24.環保署,2006,「河川及海洋水質維護改善計畫」(第二期)草案 25.環保署,2005,「水中濁度檢測方法-濁度計法」,中華民國94年5月6日環署檢字第0940034336號公告,自中華民國94年8月15日起實施,NEA W219.52C。 26.環保署環訓所,2006,「廢水處理單元-生物處理」,廢水處理專責人員訓練教材。 27.American Public Health Association, American Water Works Association & Water Pollution Control Federation, 1998,“ Standard Methods for the Examination of Water and Waste water,” 20th ed., Method 2130B, pp.2 - 9~11. APHA, Washington, D.C, USA. 28.Bredley, J. B., and McCutcheon, 1985,“The Effects of High Sediment Concentration on Transport Processes and Flow Phenomena,” International Symposium on Erosion, Debris Flow, and Disaster Prevention, 1985, Tsukuba, Japan. pp.219-225. 29.Chang, D. J., S. H. Chen, C. Y. Chang, S. S.Lin, and J. S.Chang, 2000,“ A New Design of Microfiltration System and Application to Wastewater Treatment”,Water Science and Technology, 41,(10-11), pp181-188. 30.Corte, S-Lorenzo C., M.L. Molina-Mun˜oz, B. o,mez-Villalba, R. Vilchez, A. Ramos, B. Rodelas, E. Hontoria and J. Gonza, lez-Lo pez, 2005,“Analysis of community composition of biofilms in a submerged filter system for the removal of ammonia and phenol from industrial wastewater,”The 11th Nitrogen Cycle Meeting 2005 pp.165-168. 31.Fleischer, E. J., T. A. Broderick, G. T. Daigger, R. D. Fonseca, R. D. Holbrook, and S. N. Muthy, 2005,“Evaluation of membrane Bioreactor Process Capabilities to Meet Stringent Effluent Nutrient Discharge Requirements,” Water Environ. Res. 77, pp.162-178. 32.Liang, S. L., 1985,“Cost Model and Functions for Sabo Dams in Terkee Reservoir Watershed,” International Symposium on Erosion, Debris Flow, and Disaster Prevention, 1985, Tsukuba, Japan. pp.417-421. 33.Lowrance, R. R., R. L. Todd, J. L. Fail, O. Q. HENDRICKSON, r. Leonard, and L. E. Asmussen, 1984,“ Riparian forests as nutrient filters in agricultural watersheds” ,Bioscience, 34,374-377. 34.Yu, K. C., J. S. Chang, I. P. Chen, D. J. Chang, C. Y. Chang, and S. H. Chen, 2000,“ The removal of colloid and dissolved phosphorus by coagulation and membrane micro-filtration”, Journal of Environmental Science and Health. Part A,A35 ( 9):1603-1616. 35.http://www.nmmst.gov.tw/nmmst/work_4_6_2_2 jsp
摘要: After 2001, it is obviously that the agricultural water needs to be supported to life and industrial water usage by Irrigation Association in Taiwan; therefore, it is more and more important to rise up the water quality. In this study, the experiment is tried to lower the turbidity to the irrigation water in Ho-Li Canal (from Ta-An River) in the first agricultural period. The initial experiment time was during February to March in 2007 with the methods in submerged filter and microorganism way to separate sand from water, which way is usually used in dealing with the aqua-cultural water; and there is the functional tests to the submerged filter work in-channel to seek the benefits in lower the turbidity. Because of the first test about experiments and the limit volume of the model, the results show that it is able to investigate the effectiveness in lowering the turbidity when the discharge is below 0.5cms, but it is unavailable when the discharge is over 0.5cms. Therefore, the functional tests show that there is good benefit in lowering the turbidity in irrigation water at first agricultural period in Ho-Li Canal by in-channel submerged filter. Another results show that the relationship between the entrance turbidity and sand separating rate, by linear regression and unitary quadratic equation style regression analysis, there are 4 Turbidity Separating Equations evaluated. In this research, the unitary quadratic equation style regression was adopted into y=0.0018x2+0.6076 x +1.9037(x: entrance turbidity(NTU);y : the rate of sand separating(%));R2=0.987 which as the sand separating equation, and it is going to estimate the future sand separating amount. It means that it is convenient to estimate the rate of sand separating in-channel by measurement in entrance turbidity and those rates could be used to estimate the amount of sand separating. In order to reach the practicality, the further research has been suggested to try bigger size of equipment and more steps of separating in experiments.
我國農田水利會將灌溉用水移用以支援民生與工業用水之情形,自2001年以後已愈來愈明顯,是以用水品質之提升愈來愈形重要。本研究嘗試以水產養殖業常用之沉浸式在槽過濾網處理法,選擇大安溪流域被引為農業灌溉使用之后里圳,以其第一期稻作期間進行灌溉水濁度減低之實驗工作。本實驗在96年2月到3月進行初步試驗,採用過濾網加上微生物處理方法,針對在槽式沉浸濾床是否有除沙之定性功能進行試驗,以測定其濁度減低之效益。因係首次嘗試,以致模組量測之體積太小,結果發現流量在0.5 cms以下時才可偵測到濁度減低之定性功效,但超過此流量時即未見其效。 本研究以入口濁度探討含沙量去除率之關係,經以線性迴歸及一元二次迴歸方式推估得4個濁度去除率之關係式,本研究採用一元二次迴歸曲線方程式y=0.0018 x 2+0.6076 x +1.9037( x為入口濁度(NTU);y為濁度去除率(%));R2=0.987作為含沙量去除率推估之方程式,亦即日後僅需進行入口含沙量之量測,即可經由上述方程式推估在槽式沉浸濾床處理之去除率,亦可再經量化而推估其去除量。為達實用化,建議嘗試以較大尺寸之設備並增設幾道設備作進一步之研究。
URI: http://hdl.handle.net/11455/34518
其他識別: U0005-1508200714465200
Appears in Collections:水土保持學系

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