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題名:包陷式混合微生物處理食品有機廢水之動力模式
書刊名:中華公共衛生雜誌
作者:徐儆暉林宜長
出版日期:1995
卷期:14:2
頁次:頁129-138
主題關鍵詞:包陷法廢水處理生物動力學Entrapment methodWastewater treatmentBiokinetics
原始連結:連回原系統網址new window
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     本研究利用生物包陷 (entrapment)技術,固定混合微生物( mixed-microorganisms) 於三醋酸纖維酯 (cellulose triacetate) 上, 以此作為載體 (carrier);將此載體填充固定於反應管柱內,進行食品有機廢水之處理。 本廢水處理系統 為連續式;且反應管柱之水流方式近於完全混合。本報告係研究本廢水處理系統處理食品有 機廢水時之動力學,求出本系統之動力學模式。分析結果顯示,本廢水處理系統之基質利用 率與入流水基質濃度之關係可以下式表示: U=K1 × So-K2 U: 基質利用率,單位 mg/L-hr K1: 常數,單位 1/hr So: 入流水 COD 濃度,單位 mg/L K2: 常數,單位 mg/L-hr。
     The present study used mixed microorganisms entrapped in cellulose triacetate as a carrier, and packed the carrier into a reactor column to treat organic wastewater from food industry. The wastewater treatment system was a continuous flow and completely mixed reactor column. The present study analyzed the kinetics of this wastewater treatment system. The result shows that the substrate utilization rate is proportional to the substrate concentration in the influent, and can be described as below: U=K1 × So-K2 U: substrate utilization rate, mg/L-hr K1=constant, 1/hr So: COD concentration in influent, mg/L K2:constant, mg/L-hr.
期刊論文
1.Yang. P. Y.、See, T. S.(1991)。Packed entrapped mixed microbial cell process for removal of phenol and its compounds。J Environ Sci Heat,A26(8),1494-1512。  new window
2.Lin, J. E.、Wang, H. Y.、Hickey, R. F.(1991)。Use of coimmobilized biological systems to degrade toxic organic compounds。Biotech Bioeng,38,273-227。  new window
3.Yang, P. Y.、Cai, T.、Wang, M. L.(1988)。Immobilized mixed microbial cells for wastewater treatment。Biol. wastes,23,295-312。  new window
4.Tsubone, T.、Ogaki, Y.、Takahash, M.(1992)。Effects of biomass entrapment and carrier properties on the performance of an air-fluidized-bed biofilm reactor。Water Environ Res,64(7),884-889。  new window
5.Grau, P.、Dohanyos, M.、Chudoba, J.(1975)。Kinetics of Multicomponent substrate removed by activated sludge。Water Res,9,637-642。  new window
6.Benefield, L. D.、Randall, C. W.(1977)。Evaluation of a comprehensive kinetic model for the activated sludge process。J Water Pollution Control Federation,49,1636-1641。  new window
7.Contois, D. E.(1959)。Kinetics of bacterial growth: relationship between population density and specific growth rate in continuous culture。J Gen Microbiol,21,40-50。  new window
8.Grady, C. P. L.、Harlow, L. J.、Riesing, R. R.(1972)。Effect of growth rate and influent substrate concentration on effluent quality from chemostats containing bacterial in pure and mixed culture。Biotech Bioeng,14,391-410。  new window
圖書
1.Benefield, L. D.、Randall, C. W.(1980)。Biological Process Design for Wastewater Treatment。N. J:Prentice-Hall, Inc.。  new window
2.Franson, M. A. N.、Greenberg, A. E.、Trussel, R. R.、Clesceri, L. S.(1985)。Standard Methods-For the Examination of Water。Washington, DC:APHA。  new window
3.Athel, C. B.(1976)。Principles of Enzyme Kinetics。England:Butler & Tanner Ltd.。  new window
圖書論文
1.Yang, P. Y.、Wang, M. L.(1990)。Entrapment of microbial cells for wastewater treatment。Wastewater Treatment by Immobilized Cells。U.S.:CRC Press, Inc.。  new window
2.Cleland, W. W.(1970)。Steady state kinetics。The enzymes kinetics and mechanism。New York:Academic Press。  new window
 
 
 
 
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