شنبه 17 خرداد 1404
[Archive]
دوره 19، شماره 74 - ( 1-1390 )
جلد 19 شماره 74 صفحات 120-108 |
برگشت به فهرست نسخه ها
Download citation:
BibTeX | RIS | EndNote | Medlars | ProCite | Reference Manager | RefWorks
Send citation to:
BibTeX | RIS | EndNote | Medlars | ProCite | Reference Manager | RefWorks
Send citation to:
Gholami M, Mirzaei R, Mohammadi H. Performance Evaluation of Hybrid Septic Tank and Aerated Lagoon Process Efficiency for Landfill Leachate Treatment. J Adv Med Biomed Res 2011; 19 (74) :108-120
URL: http://journal.zums.ac.ir/article-1-1422-fa.html
URL: http://journal.zums.ac.ir/article-1-1422-fa.html
غلامی میترا، میرزایی رویا، محمدی حامد. ارزیابی عملکرد سیستم توام فرآیند سپتیک تانک و لاگون هوادهی برای تصفیه‌ی شیرابه‌ی زباله. Journal of Advances in Medical and Biomedical Research. 1390; 19 (74) :108-120
میترا غلامی*1 
، رویا میرزایی2 ، حامد محمدی3
، رویا میرزایی2 ، حامد محمدی3
1- دکترای مهندسی بهداشت محیط، دانشیار دانشگاه علوم پزشکی تهران ، gholamim@tums.ac.ir
2- کارشناس ارشد مهندسی بهداشت محیط، دانشگاه علوم پزشکی تهرا
3- کارشناس ارشد مهندسی بهداشت محیط، مربی دانشگاه علوم پزشکی زنجان
2- کارشناس ارشد مهندسی بهداشت محیط، دانشگاه علوم پزشکی تهرا
3- کارشناس ارشد مهندسی بهداشت محیط، مربی دانشگاه علوم پزشکی زنجان
چکیده: (164146 مشاهده)
Background and Objective: In this research, landfill leachate treatment in Karaj city was investigated by a linked septic tank and aerated lagoon.
Materials and Methods: At first, characteristics of the leachate were determined. Then a pilot plant with anaerobic-aerobic (Septic tank and Aerated lagoon) parts was installed and started.
Results: Results showed that Chemical Oxygen Demand (COD) removal efficiency for septic tank and subsequently to lagoon for influent COD of 19537 mg/L, were 8401 and 432 mg/L, respectively. The septic tank and aerated lagoon also operated with different flow rates and the best results for septic tank and aerated lagoon obtained in 23.6 L/day and 9.3 L/day respectively with maximum COD removal efficiency of 91.2%.
Conclusion: According to the obtained results, the hybrid system had 90% COD removal efficiency. Therefore, leachate COD loading could be effectively removed in this system.
نوع مطالعه: مقاله پژوهشی |
دریافت: 1389/12/17 | پذیرش: 1393/4/2 | انتشار: 1393/4/2
دریافت: 1389/12/17 | پذیرش: 1393/4/2 | انتشار: 1393/4/2
فهرست منابع
1. Tchobanoglous G, Theisen H, Vigil SA. Integrated solid waste management. New York: McGraw-Hill; 1993.
2. Gupta SK, Singh G. Assessment of the efficiency and economic viability of various methods of treatment of sanitary landfill leachate. Environ Monit Assess. 2007; 135: 107-17. [DOI:10.1007/s10661-007-9714-2] [PMID]
3. Klimiuk E, Kulikowska D. Organics removal from landfill leachate and activated sludge production in SBR reactors. Waste Manag. 2006; 26: 1140-7. [DOI:10.1016/j.wasman.2005.09.011] [PMID]
4. Robinson HD, Grantham G. The treatment of landfill leachates in on-site aerated lagoon plants: experience in Britain and Ireland. Water Research. 1988; 22: 733-47. [DOI:10.1016/0043-1354(88)90184-4]
5. Robinson HD, Maris PJ. The treatment of leachates from domestic wastes in landfills. I. Aerobic biological treatment of a medium-strength leachate. Water Research. 1983; 17: 1537-48. [DOI:10.1016/0043-1354(83)90010-6]
6. Knox K. Leachate treatment with nitrification of ammonia. Water Res. 1985; 19: 895-904. [DOI:10.1016/0043-1354(85)90148-4]
7. Blakey NC, Cossou R, Maris PJ, Mosey FE. Landfilling of Waste: Leachate In: Christennsen TH, Cussu R, Stegmann R. Anaerobic Lagoons and UASB Reactors. London and New York: Elsevier Applied Science. 1992: 203-10.
8. Christensen TH, Cussu R, Stegmann R. Landfiling of waste leachate. London and New York: Elsevier Science Publisher Ltd, Essex; 1992. [DOI:10.1201/9781482288933]
9. Robinson H. Landfilling of waste: Leachate. Aerated Lagoons. London and New York: Elsevier Applied Science; 1992.
10. Doyle J, Watts S, Solley D, Keller J. Exceptionally high-rate nitrification in sequencing batch reactors treating high ammonia landfill leachate. Water Sci Technol. 2001; 43: 315-22. [DOI:10.2166/wst.2001.0152]
11. Hosomi M, Matsusige K, Inamori Y, Sudo R, Yamada K. Sequencing batch reactor activated sludge processes for the treatment of municipal landfill leachate: removal of nitrogen and refractory organic compounds. Water Sci Technol. 1989; 21: 1651-4. [DOI:10.2166/wst.1989.0135]
12. Im JH, Woo HJ, Choi MW, Han KB, Kim hW. Simultaneous organic and nitrogen removal from municipal landfill leachate using an anaerobic-aerobic system. Water Res. 2001; 35: 2403-10. [DOI:10.1016/S0043-1354(00)00519-4]
13. Imai A, Iwami N, Matsushige K, Inamori Y, Sudo R. Removal of refractory organic and nitrogen from landfill leachate by the microorganism-attached activated carbon fluidized bed process. Water Res. 1993; 27: 143-5. [DOI:10.1016/0043-1354(93)90204-U]
14. Bae BU, Jung ES, Kim YR, Shin HS. Treatment of landfill leachate using activated sludge process and electron-beam radiation. Water Res. 1999; 33: 2669-73. [DOI:10.1016/S0043-1354(98)00488-6]
15. Kennedy KJ, Lentz EM. Treatment of landfill leachate using sequencing batch and continuous flow upflow anaerobic sludge blanket (UASB) reactors. Water Res. 2000; 34: 3640-56. [DOI:10.1016/S0043-1354(00)00114-7]
16. Lin SH, Chang CC. Treatment of landfill leachate by combined electro-fenton oxidation and sequencing batch reactor method. Water Res. 2000; 34: 4243-9. [DOI:10.1016/S0043-1354(00)00185-8]
17. Wang ZP, Zhang Z, Lin YJ, Deng NS, Tao T, Zhou K. Landfill leachate treatment by a coagulation-photooxidation process. J Hazard Mater. 2002; 95: 153-9. [DOI:10.1016/S0304-3894(02)00116-4]
18. Rivas FJ, Beltran F, Gimeno O, Acedo B, Carvalho F. Stablized leachate: Ozone-activated carbon treatment and kinetics. Water Res. 2003; 37: 4823-34. [DOI:10.1016/j.watres.2003.08.007] [PMID]
19. Rivas FJ, Beltran F, Carvalho F, Acedo B, Gimeno O. Stablized leachate: Sequential coagulationflocculation chemical oxidation process. J Hazard Mater. 2004; 116: 95-102. [DOI:10.1016/j.jhazmat.2004.07.022] [PMID]
20. McMahon K, Stroot PG, Mackie RI, Raskin L. Anaerobic codigestion of municipal solid waste and biosolids under various mixing conditions-II: Microbial population dynamics. Water Res. 2001; 35: 1817-27. [DOI:10.1016/S0043-1354(00)00438-3]
21. Angenent LT, Sung S, Raskin L. Methanogenic population dynamics during startup of a full-scale anaerobic sequencing batch reactor treating swine waste. Water Res. 2002; 36: 4648-54. [DOI:10.1016/S0043-1354(02)00199-9]
22. Calli B, Mertoglu B, Roest K, Inanc B. Comparison of long-term performances and final microbial compositions of anaerobic reactors treating landfill leachate. Bioresour Technol. 2006; 97: 641-7. [DOI:10.1016/j.biortech.2005.03.021] [PMID]
23. Neczaj E, Kacprzak M, Kamizela T, Lach J, Okoniewska E. Sequencing batch reactor system for the co-treatment of landfill leachate and dairy wastewater. Desalination. 2008; 222: 404-9. [DOI:10.1016/j.desal.2007.01.133]
24. Bohdziewicza J, Kwarciakb A. The application of hybrid system UASB reactor-RO in landfill leachate treatment. Desalination. 2008; 222: 128-34. [DOI:10.1016/j.desal.2007.01.137]
25. Visvanathana C, Choudharya MK, Montalboa MT, Jegatheesan V. Landfill leachate treatment using thermophilic membrane bioreactor. Desalination. 2007; 204: 8-16. [DOI:10.1016/j.desal.2006.02.028]
26. Szyc J. Municipal landfill leachate. Warsaw, Poland: Science Publishers: Gabriel Borowski; 2003.
27. Britz TH, venter CA. Anaerobic treatment of municipal land fill leachate using an anaerobic hybrid digester. Biological Wastes. 1990; 32:181-91. [DOI:10.1016/0269-7483(90)90047-V]
28. Lin CY. Anaerobic digestion of landfill leachate. Water SA. 1991; 17: 301-6.
29. Kettunen RH, Hoilijoki TH, Rintala JA. Anaerobic and sequentoial anaerobic treatment of municipal landfill leachate at low temperatures. Bioresource Tecnol. 1998; 58: 31-40. [DOI:10.1016/S0960-8524(96)00102-2]
30. Kettunen RH, Rintala JA. Performance of an on-site UASB reactor treating leachate at low temperature. Wat Res. 1998; 32: 537-46. [DOI:10.1016/S0043-1354(97)00319-9]
31. Clesceri LS, Greenberg AE, Eaton AD. Standard methods for the examination of water and wastewater. American Public Health Association (APHA), American Water Works Association (AWWA), Water Environment Federation (WEF): United State of America; 1989.
ارسال پیام به نویسنده مسئول
| بازنشر اطلاعات | |
 |
این مقاله تحت شرایط Creative Commons Attribution-NonCommercial 4.0 International License قابل بازنشر است. |
