Sequential aerobic-anaerobic treatment of municipal wastewater: effect of different parameters

Paper Details

Research Paper 01/10/2016
Views (326) Download (6)
current_issue_feature_image
publication_file

Sequential aerobic-anaerobic treatment of municipal wastewater: effect of different parameters

Syeda Amber Hameed, Safia Ahmed, Naeem Ali
Int. J. Biosci.9( 4), 182-199, October 2019.
Certificate: IJB 2016 [Generate Certificate]

Abstract

Sequential application of aerobic and anaerobic system for domestic wastewater treatment experiences certain limitations under low temperature regime and further requires optimization of exogenous inoculum size and treatment time. In order to address the aforesaid issues, a sequential aerobic-anaerobic digester was locally designed and operated for 8-14 days for wastewater treatment. Overall, the treatment efficiency varied from 92-100 % in terms of biochemical oxygen demand (BOD), chemical oxygen demand (COD), turbidity and NO2-N at 25ºC (non-significantly differed at 45ºC). Increase in aerobic retention time from 1-3 days helped improvement in treatment efficiency by 5-20 % in most of the parameters. However, a slight increase in COD (94 – 97%) and BOD (95- 97%) removal was observed when temperature raised from 25 to 45ºC. Whereas, almost 60% decrease in treatment efficiency was observed in term of BOD and COD removal when temperature decreased from 45-5ºC.The low temperature treatment efficiency of the whole system was recovered to maximum within 6-8 days when reactor was bioaugmented with activated sludge (amount/L).  Nitrifying bacteria including Nitrososmonas sp. and Nitrobacter sp were enriched and identified from wastewater and activated sludge using specific activity analysis on different concentration of substrates. The specific activity verification was confirmed with their oxidizing capability of utilizing ammonium nitrogen and nitrite nitrogen. Thus, integrated aerobic and anaerobic system in sequence showed its feasibility to treat municipal wastewater under low to moderate temperature regimes.

VIEWS 15

Abeysinghe DH, De Silva DGV, Stahl DA., Rittmann BE. 2002. The effectiveness of bioaugmentation in nitrifying systems stressed by a washout condition and cold temperatures. Journal of Water Environment Research 74 (2), 187-199.

Ali I, Hadi F, Bano A. 2012. Microbial assisted phytoesxtraction of metals and growth of soy bean (Glycine max L. Merril) on industrial wastewater contaminated soil. Pakistan Journal of Botany 44, 1593-1599.

Atlas RM. 2005. Handbook of media for environmental microbiology. CRS press.

Azbar N, Dokgoz FT, Keskin T, Eltem R, Korkmaz KS, Gezgin Y, Akbal Z, Oncel S, Dalay MC, Gonen C, Tutuk F. 2009. Comparative evaluation of bio-hydrogen production from cheese whey wastewater under thermophilic and mesophilic anaerobic conditions. International Journal of Green Energy 6, 192–200.

Bergey DH, Holt GJ, Sneath PH, Krieg NR. 1994. Bergey’s manual of determinative bacteriology, 9th Ed, Baltimore, USA: Lippincott Williams & Wilkins.

Blumenthal UJ, Mara DD, Peasey A, Ruiz-Palacios G. 2000. Guidelines for the microbiological quality by Packing Material and Hydraulic Loading Rate. Journal of Environmental Engineering 134, 346–352.

Bollmann A, Laanbroek HJ. 2002. Influence of oxygen partial pressure and salinity on the community composition of ammonia-oxidizing in the Schelds estuary. Aquatic Microbial Ecology 28, 239-247.

Borowski S, Szopa JS. 2007. Experiences with the dual digestion of municipal sewage sludge. Bioresourse Technolology 98, 1199–1207. http://dx.doi.org/10.1016/j.biortech/2006.05.017

Chan Y J, Chong MF, Law CL, Hassell DG. 2009. A review on anaerobic-aerobic treatment of industrial and municipal wastewater. Chemical Engineering Journal 155, 1–18. http://dx.doi.org/10.1016/j.cej/2009.06.041

Crites RW, Middlebrooks EJ, Bastian RK. 2014. Natural wastewater treatment system. Second Edition.

Cui D, Li A, Qiu, T, Cai R, Pang LC, Wang J, Yang J, Ren NMF. 2014. Improvement of nitrification efficiency by bioaugmentation in SBRS at low temperature. Frontier Environmental Science Engineering 8, 937-944.

Dhouib A, Ellouz M, Aloui F, Sayadi S. 2006. Effect of bioaugmentation of activated sludge with white-rot fungi on olive mill wastewater detoxification, Letters in Applied Microbiology 42, 405–411. http://dx.doi.org/10.1111/j/1472-765X.2006.01858.x

Environmental Protection Agency US. 2000. Wastewater technology fact sheet trickling filter nitrification. Office of Water Cincinnati, Ohio, EPA Office of Water, Washington, DC, EPA 832-F-00-015.

Environmental Protection Agency US. 2004. Guidelines for Water Reuse, Development, 26, 252. http://www.epa.gov/nrmrl/pubs/625r04108/625r04108.pdf

Florante AM, Pagasa DG, Joseph LA. 2009. Biological Nitrogen and COD Removal of Nutrient-Rich Wastewater Using Aerobic and Anaerobic Reactors. Journal of Water Resource and Protection 1, 376-380

González-González A, Cuadros F. 2014. Effect of aerobic pretreatment on anaerobic digestion of olive mill wastewater (OMWW): An ecoefficient treatment. Food Bioproduction and Process, 95, 339–345. http://dx.doi.org/10.1016/j.fbp/2014.10.005

Grady CPL, Daigger GT, Lim HC. 1999. Biological wastewater treatment, Hazardous Waste 1076.  http://www.loc.gov/catdir/enhancements/fy0647/98037263-d.html.

Ghehi TJ, Mortezaeifar S, Gholami M, Kalantary RR, Mahvi AH. 2014. Performance evaluation of enhanced SBR in simultaneous removal of nitrogen and phosphorous. Journal of Environmental Health Science and Engineering 12, 1–7. http://dx.doi.org/10.1186/s40201-014-0134-2.

Jianlong W, Xiangchun Q, Yi QLW, Hegemann W. 2002. Bioaugmentation as a tool to enhance the removal of refractory compound in coke plant wastewater. Process Biochemistry 38, 777-781.

John T, Novak, Banjade S, Sudhir N, Murthy. 2011. Combined anaerobic and aerobic digestion for increased solids reduction and nitrogen removal. Water Research 45, 618-624.

Kim HS, Gellner JW, Boltz JP, Freudenberg RG, Gunsch CK, Schuler AJ. 2010. Effects of integrated fixed film activated sludge media on activated sludge settling in biological nutrient removal systems. Water Research 44, 1553-1561.

Kim J, Novak JT. 2011. Combined anaerobic/aerobic digestion: effect of aerobic retention time on nitrogen and solids removal. Water Environment Research 83, 802–806. 

Koops HP, Pommererning-Roser A. 2001. Distribution and ecophysiology of the nitrifying bacteria emphasizing cultured species. FEMS Microbiogy Physiology 37(1), 1-9.

Hosseini Koupaie E , Barrantes Leiva M , Eskicioglu C , Dutil C. 2014. Mesophilic batch anaerobic co-digestion of fruit-juice industrial waste and municipal waste sludge: Process and cost-benefit analysis. Bioresource Technology 152, 66–73. http://dx.doi.org/10.1016/j.biortech/2013.10.072

Kumar N, Novak JT, Murthy S. 2006. Effect of secondary aerobic digestion on properties of anaerobic digested biosolids. Water Environmental Federation 79th Annual Technical Exibition and Conference, Dallas, 6806- 6829.

Lahav O, Morgan BE. 2004. Titration methodologies of monitoring of anaerobic digestion in developin countries – a review. Journal of Chemical Technology and Biotechnology 79, 1331-1341. http://dx.doi.org/10.1002/jctb/1143.

Lettinga G, Rebac S, Zeeman G. 2001. Challenge of psychrophilic anaerobic wastewater treatment. Trends Biotechnology 19, 363-370.

LI-Ping H, Jian-long W, Han-chang S, Yi Q. 2000. Bioaugmentation: a new strategy for removal of recalcitrant compounds in wastewater- a case study of quinolone. Journal of Environmental Sciences 12, 22-25.

Makaya E, Hoko Z, Parawira W, Svotwa E. 2007. An assessment of the effectiveness of biological nutrient removal from wastewater: A case for Hatcliffe Sewage Treatment Works in Zimbabwe. EJEAF Chemistry 6, 2409-2419

Martins AM, Pagilla K, Heijnen JJ, van Loosdrecht M. 2004. Filamentous bulking sludge-a critical review. Journal of Water Research 38, 793-817.

Messenger JR, Villiers H A, Laubscher SJA, Kenmuir K, Ekama GA. 1993. Evaluation of dual digestion system: Part1: Overview of Milnerton experience. Journal of Water 19, 185-191.

Metcalf E, Eddy H. 2004. Waste water Engineering, Treatment and reuse / Metcalf & Eddy, Inc  McGraw-Hill New York.

Naz I, Saroj DP, Mumtaz S, Ali N, Ahmed S. 2014. Assessment of biological trickling filter systems with various packing materials for improved wastewater treatment. Environmental Technology. http://dx.doi.org/10.1080/09593330.2014.951400

Operating Procedures Wastewater Sampling. 2013. SESDPROC-306-R3. E:/literature/wastewater/Wastewater-Sampling.pdf

Pant A, Mittal AK. 2007. Monitoring of pathogenicity of effluents from the UASB based sewage treatment plant. Environmental Monitoring and Assessment 133, 43-51.

Peng YZ, Wu CY, Wang RD, Li XL. 2011. Denitrifying phosphorus removal with nitrite by a real time step feed sequencing batch reactor. Journal of Chemical Technology and Biotechnology 86, 541-546.

Rojas J, Burke M, Chapwanya M, Doherty K, Hewitt I, Korobeinicov A, Meere M, Mc Carty S, O’Brien M, Tuoi VTN, Winstanely H, Zhelev T. 2010. Modelling of autothermal thermophilic aerobic digestion. Mathematics-in-Industry Case studies Journal 2, 34-63.

Sakuma T, Jinsiriwanit S, Hattori T, Deshusses MA. 2008. Removal of ammonia from contaminated air a biotrickling filters: Denitrifying bioreactor combination system. Water Research 42, 4507-4513.

Shalaby IM, Altalhy AD, Mosallam, HA. 2008. Preliminary field study of a model plant for sewage water treatment using gravel bed hydroponics method. World Applied Science Journal 4(2), 238-243.

Shi X, Lefebvre O, Kwang Ng K, Yong Ng H. 2014. Sequential anaerobic–aerobic treatment of pharmaceutical wastewater with high salinity. Bioresource Technology 153, 79–86.

Singh M, Srivastava RK. 2010. Sequencing batch reactor technology for biological wastewater treatment: a review. Asia‐Pacific Journal of Chemical Engineering 6, 3-13.

Standard methods for the examination of water and wastewater. 2005 20th edn, American Public Health Association/American Public Health Association., Washington, DC, USA.

Stephenson D, Stephenson T. 1992. Bioaugmentation for enhancing biological wastewater treatment. Biotechnology Advance 10, 549-559.

Strom PF. 2006. Technologies to Remove Phosphorus from Wastewater. Rutgers University, p. 1–6. http://www.water.rutgers.edu/Projects/trading/p-trt-lit-rev-2a.pdf.

Twafik A, Klapwijk B, El-Gohary F. Lettinga G. 2005. Potential of using rotating biological contracter for the post-treatment of anaerobically pretreated domestic wastewater. National Research Centre, Water Pollution Control Department, Cairo, Egypt.

United Nation. 2003. Waste water treatment technologies: A general review. New York, United nations. Economic and Social Commission for Western Asia. http://igemportal.org/Resim/Wastewater%20Treatm ent%20Technologies_%20A%20general%20rewiev.pdf 

Environmental Protection Agency US. 2000. Wastewater technology fact sheet trickling filter nitrification. Office of Water Cincinnati, Ohio, EPA Office of Water, Washington, DC, EPA 832-F-00-015.

Von Sperling M, Chernicharo CAL, Soares AME, Zerbini AM. 2005. Coliform and helminth eggs removal in a combined UASB reactor-baffled pond system in Brazil: performance evaluation and mathematical modeling. Water Science and Technology 5, 237-242.

Warakomski A, Swope B. 1967. Evolution of ATAD/Dual Digestion and Recent Process Developments, p. 391– 407.

World Health Organization. 2006. Guidelines for the Safe Use of Wastewater Excreta and Greywater, 3.

Yenigun O, Demirel B. 2013. Ammonia inhibition in anaerobic digestion: a review. Process Biochemistry 48, 901–911.

Zhang RH, Yang P, Pan Z, Wolf TD, Turnbull JH. 2004. Treatment of swine wastewater with biological conversion, filtration, and reverse osmosis: A laboratory study. American Society of Agriculture Engineers 47, 243– 250.

Zupancic GD, Ros M. 2008. Aerobic and two-stage anaerobic–aerobic sludge digestion with pure oxygen and air aeration. Bioresource Technology 99, 100–109.