Thesis - faculty.ait.ac.th - Asian Institute of Technology

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Fan, X., Urbain, V., Qian, Y., and Manem, J., 1996. Nitrification and Mass Balance with MBR for Municipal Wastewater Treatment. Submitted for the 1996 IAWQ Biennial Conference, Singapore. Fane, A.G., Fell, C.J.D., and Nor, M.T., 1981. Ultrafiltration Activated Sludge System- Development of a Predictive Model. Polymer Science Technology, 13: 631-658. Farquhar, G.J., 1989. Leachate: Production and Characteristics. Canadian Journal of Civil Engineering, 16: 317-325. Fettig, J., Stapel, H., Steinert , C., and Geiger, M., 1996. Treatment of landfill leachate by preozonation and adsorption in activated carbon columns. Water Science and Technology, 34 (9):33–40. Fisher, M., and Fell, C., 1999. Ammonia Removal from High Strength Leachate Using a Sequencing Batch Reactor. Waste Management, 25-26. Flemming, H.C., and Wingender, J., 2001. Relevant of Microbial Extracellular Polymeric Substances-Part II: Technical aspects. Water Science and Technology, 43(6): 9-16. Garcia, H., Rico, J.L., and Garcia, P.A., 1996. Comparison of Anaerobic Treatment of Leachates from an Urban-Solid-Waste Landfill at Ambient Temperature and at 35 o C. Bioresource Technology, 58: 273-277. Gau, S.H. and Chang, F.S., 1996. Improved Fenton Method to Remove Recalcitrant Organics in Landfill Leachate. Water Science and Technology, 34(7-8); 455-462. Gaudy, A.F., Rozich, A., and Garniewski, S., 1986. Treatability Study of High Strength Landfill Leachate. Proceedings of the 41 st Industrial Waste Conference, Purdue University, Indiana, USA: 627-638. Geenens, D., Bixio, D., and Thoeye, C., 1999. Advanced Oxidation Treatment of Landfill Leachate. Proceedings Sardinia’99, 7 th International Waste Management and Landfill Symposium, Cagliari, Italy. Ghyoot, W., Vandaele, S., and Verstraete, W., 1999. Nitrogen Removal from Sludge Reject Water with a Membrane Assisted Bioreactor. Water Research, 33: 23-32. Gierlich, H., and Kollbach, J., 1998. Treating Landfill Leachate in European Countries. Pollution Engineering International: 10-14. Goodwin, J.A.S., and Foster, C.F., 1985. A Future Examination into the Composition of Activated Sludge Surfaces in Relation to Their Settlement Characteristics. Water Research, 19: 527-533. Gourdon, R., Comel, P., Vermande, P., and Veron, J., 1989. Fractionate of the Organic Matter of a Landfill Leachate before and after Aerobic or Anaerobic Biological Treatment. Water Research, 23(2): 167-173. 128
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Page 1 and 2:
APPLICATION OF MEMBRANE BIOREACTOR
Page 3 and 4:
Abstract Landfill leachate is a com
Page 5 and 6:
Table of Contents Chapter Title Pag
Page 7 and 8:
4.5.6 Cost Analysis for Operation 1
Page 9 and 10:
4.4 Effect of Free Ammonia Concentr
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4.16 COD Concentration in the Influ
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MWCO Molecular Weight Cut-off MWW M
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1.1 Background Chapter 1 Introducti
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generally unsuccessful in removal o
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2.1 Introduction Chapter 2 Literatu
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In the municipal solid waste landfi
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COD/TOC, VS/FS and VFA/TOC ratios o
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Table 2.3 presents the general leac
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Ground water 2.7.1 Seasonal Variati
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Table 2.5 Variation of COD, BOD & B
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entails the re-circulation of leach
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Table 2.8 Summary of Biokinetic Coe
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that extensive loss of nitrogen (up
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ammonia could only be achieved when
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Table 2.10 Treatment Efficiencies o
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Activated Carbon Adsorption Granula
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Colloidal material as well as metal
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iologically, physical-chemical proc
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Ammonia Stripping Air stripping of
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These systems are land intensive wh
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the biological treatment can be rep
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Table 2.16 Typical Leachate Composi
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influent reached 200 mg/L. For the
Page 57 and 58:
Table 2.18 Advantages and Disadvant
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through the effluent. Different ope
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Mixed Liquor Suspended Solids and D
Page 63 and 64:
2.12 Yeasts 2.12.1 Introduction The
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Nishihara ESRC Ltd. (2001) studied
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nitrification-denitrification proce
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Table 3.1 Composition of Simulated
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3.4.1 Ammonia Toxicity The experime
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Figure 3.4 Experiments Conducted to
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Leachate Option Ammonia Stripping R
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MW larger than 50 kDa, (2) MW betwe
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Figure 3.7 Flowchart Showing Ammoni
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Chapter 4 Results and Discussion 4.
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COD Removal Effeciency (%) COD Remo
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MLSS (mg/L) 14000 12000 10000 8000
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Specific Growth Rate ( d -1 ) 0.50
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change in the predominant species w
Page 91 and 92: Table 4.4 Effect of Free Ammonia Co
Page 93 and 94: Table 4.5 Substrate Utilization by
Page 95 and 96: 4.3.1 Initial Membrane Resistance P
Page 97 and 98: when compared with the present stud
Page 99 and 100: COD Removal Efficiency (%) 90 80 70
Page 101 and 102: (2) TKN Removal Efficiency Prior to
Page 103 and 104: As there was no significant improve
Page 105 and 106: The probable reason for frequent fo
Page 107 and 108: Ammonia Concentration (mg/L) Ammoni
Page 109 and 110: concentration after treatment. Othe
Page 111 and 112: After the chemical cleaning of the
Page 113 and 114: emoval of 38%. A higher removal in
Page 115 and 116: Influent BOD (mg/L) Influent BOD (m
Page 117 and 118: (3) TKN Removal Efficiency The TKN
Page 119 and 120: Figure 4.34 gives the overall TKN r
Page 121 and 122: fraction and slowly biodegradable C
Page 123 and 124: BOD (mg/L) BOD (mg/L) 6000 5000 400
Page 125 and 126: Figure 4.39 Molecular Weight Cut-of
Page 127 and 128: COD (mg/L) 8000 6000 4000 2000 COD
Page 129 and 130: Though, the obtained COD removal ef
Page 131 and 132: cake used on the top of the membran
Page 133 and 134: Chapter 5 Conclusions and Recommend
Page 135 and 136: 0.02, respectively. This can be con
Page 137 and 138: References Abeling, U., and Seyfrie
Page 139 and 140: Brown, M.J., and Lester, J.N., 1980
Page 141: Diamadopoulos, E., 1994. Characteri
Page 145 and 146: Keenan, J.D., Steiner, R.L., and Fu
Page 147 and 148: Martin, G.M.A., Auzmenti, A.I., and
Page 149 and 150: Pohland, F.G., and Harper, S.R., 19
Page 151 and 152: Shin, H.S., An, H., Kang, S.T., Cho
Page 153 and 154: Visvanathan, C., Ben Aim, R., and P
Page 155 and 156: Appendix A Pictures of Experiments
Page 157 and 158: Raw Leachate YMBR Effluent BMBR Eff
Page 159 and 160: Appendix B Leachate Characteristics
Page 161 and 162: Table B-2 Acclimation of Mixed Yeas
Page 163 and 164: Appendix C Experimental Data of Bio
Page 165 and 166: y: Where: OUR at line g: This is th
Page 167 and 168: Table C-3 Experimental Results for
Page 169 and 170: Appendix D Membrane Resistance Stud
Page 171 and 172: Table D-3 Experimental Data for Det
Page 173 and 174: Table D-4 Experimental Data for Det
Page 175 and 176: Pressure (kPa) Pressure (kPa) 25 20
Page 177 and 178: Appendix E MBR without Ammonia Stri
Page 179 and 180: Day HRT (h) pH COD (mg/L) Feed Reac
Page 181 and 182: Day HRT (h) pH COD (mg/L) Feed Reac
Page 183 and 184: Table E-3 Variation in TMP with Tim
Page 185 and 186: Appendix F Ammonia Stripping Studie
Page 187 and 188: Table F-5 Pilot Scale Study on Ammo
Page 189 and 190: Table G-1 Feed, Reactor and Effluen
Page 191 and 192: Table G-3 Feed, Reactor and Effluen
Page 193 and 194:
Appendix H Other Studies 179
Page 195 and 196:
Table H-2 Membrane Resistance of th
Page 197:
Table H-6 Chemical Cost for the Yea
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