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Upgrading the Performance of Urban Wastewater Facultative Ponds by changing to Attached Baffled Process | ||
Pollution | ||
مقاله 15، دوره 4، شماره 4، دی 2018، صفحه 725-735 اصل مقاله (938.48 K) | ||
نوع مقاله: Original Research Paper | ||
شناسه دیجیتال (DOI): 10.22059/poll.2018.249638.376 | ||
نویسندگان | ||
Hossein Sasani* 1؛ Naser Mehrdadi1؛ Behnoush Aminzadeh1؛ Afshin Takdastan2 | ||
1Graduate Faculty of Environment, University of Tehran, P.O.Box 14155-6135, Tehran, Iran | ||
2Department of Environmental Health, School of public health, Ahvaz Jundishapur University of Medical Sciences, Ahvaz, Iran | ||
چکیده | ||
This study aims at evaluating the improved facultative ponds performance in pilot scale. Wastewater has been collected from primary settling basins of Ahvaz wastewater treatment plant. Treatment efficacy of the four systems (three systems in parallel with a control system) has been evaluated over a period of 12 months at various hydraulic retention times (HRT) and organic loading rates (OLR). There has been no baffle and no attached growth media (AGM) in the control system (S0), while other three systems (S2, S3, and S4) have been equipped with different numbers of baffles and AGM packages, containing the mineral shells. Results show that efficiency of BOD5 removal for S0, S2, S3, and S4 are 53.4%, 60.8%, 64.7%, and 67.6%, respectively, while for COD these rates alter to 28.1%, 37.7%, 45.8%, and 50.1 % and of coliform to 66.7%, 76.6%, 80.7%, and 83.4%. Filtered BOD5 in the effluent of S0, S2, S3, and S4 is 32.5, 27.6, 24.6, and 22.3 mg/l, respectively and 60.2, 52.1, 47, and 44.3 mg/l for TSS. Also the 10-day HRT has been optimum among applied HRTs. As such, attached growth-baffled ponds function better than conventional ones, making the technique, examined in the present paper a low-cost process to establish new wastewater treatment plants or upgrading the existent WSPs, especially in case of warm areas of southwestern Iran. | ||
کلیدواژهها | ||
natural treatment؛ pond؛ HRT؛ warm areas؛ organic material | ||
مراجع | ||
Abbas, H., Nasr, R. and Seif, H. (2006) .Study of waste stabilization pond geometry for the waste water treatment efficiency. Ecol Eng., 28(1); 25–34.
Al Saed, R., Abu-Madi, M. and Zimmo, O. (2011). Novel design concept for facultative ponds using rock filters to reclaim the Effluent. J. Environ. Eng., 137(4); 284-290.
APHA (American Public Health Association American). (2005). Standard Methods for the Examination of water and wastewater. 21 st ed. American Public Health Association (APHA). Washington, DC: USA Port city Press.
Assunção, FAL. and Von Sperling, M. (2013). Influence of temperature and pH on nitrogen removal in a series of maturation ponds treating anaerobic effluent. Wat Sci Technol., 67(10); 2241-2248.
Babu, M., Hes, E.M.A., Vander Steen, N.P., Hooijmans, C.M. and Gijzen, H.J. (2010). Nitrification rates of algal–bacterial biofilms in wastewater stabilization ponds under light and dark conditions. Ecolo Eng., 36(12); 1741–1746.
Babu, M., Hes, E.M.A., Vander Steen, N.P., Hooijmans, C.M. and Gijzen, H.J. (2011). Nitrogen mass balances for pilot-scale biofilm stabilization ponds under tropical conditions. Bioresour. Technol., 102(4); 3754–3760.
Bassuney, D. and Tawfik, A. (2017). Baffled duckweed pond system for treatment of agricultural drainage water containing pharmaceuticals. Int J Phytoremediation., 19(8); 774–780.
Colin, M., Ragush, J.J., Schmidt, W.H., Krkosek, G.A., Gagnon, L.T. and Rob, C.J. (2015). Performance of municipal waste stabilization ponds in the Canadian Arctic. Ecol Eng., 83; 413-421.
Da Silva, F.J.A., Desouza, R.O. and Arauijo A. (2010). Revisiting the influence of loading on organic material removal in primary facultative ponds. Braz. J. Chem. Eng., 27(1); 63 – 69.
Dias, D. F. C., de Matos, M. P., Passos, R. G., Rodrigues, V. A. J. and Von Sperling, M. (2017). Upgrading and evaluation of a simple pond system for small communities with simple interventions to reduce land requirements and increase performance. Wat Sci Technol., 12(1); 1-11.
EPA. (2011). Office of Research and Development. Principles of design and operations of wastewater treatment pond systems for plant operators, engineers, and managers.
Faleschini, M., Esteves, J.L. and Valero, M.A. (2012). The Effects of Hydraulic and Organic Loadings on the Performance of a Full-Scale Facultative Pond in a Temperate Climate Region (Argentine Patagonia). Water Air Soil Pollut., 223(5); 2483-2493.
Johnson, M., Camargo Valero, M. and Mara, DD. (2007) .Maturation ponds, rock filters and reedbeds in the UK: Statistical analysis of winter performance. Water Sci Technol., 55(11); 135-142.
Khan, S., Melville, B.W., Muneer, K.M., Shoaib, M. and Shamseldin, A. (2017). Effect of baffles on the hydraulic performance of sediment retention ponds. Water Sci Technol., 75(9); 3725-3735.
Libralato, G., Ghirardini, A.V. and Avezzù, F. (2012). To centralise or to decentralise: An overview of the most recent trends in wastewater treatment management. J Environ Manage., 94(1); 61-68.
Long, T.H., Wout, V.E. and Peter, L.M.G. (2017). Design of waste stabilization pond system: A review. Water Res., 123; 236-248.
Mahapatra, D.M., Chanakya, H.N. and Ramachandra, T.V. (2013). Treatment efficacy of algae-based sewage treatment plants. Environ Monit Assess., 185(9); 7145-7164.
Mara, DD. (2003). Domestic wastewater treatment in developing countries, pp. 119-120. (London: Earthscan publishing).
Mara, DD. and Johnson, ML. (2006). Aerated rock filters for enhanced ammonia and fecal coliform removal from facultative pond effluents. J. Environ. Eng., 132(4); 474-478.
Moumouni, DA., Andrianisa, H.A., Konaté, Y., Ndiaye, A. and Maïga, A.H. (2015). Inactivation of Escherichia coli in a baffled pond with attached growth: treating anaerobic effluent under the Sahelian climate. Environ Techno., 37(9); 1054-1064.
Olukanni, D. and Ducoste, J. (2011). Optimization of waste stabilization pond design for developing nations using computational fluid dynamics. Ecol Eng., 37(11); 1878-1888.
Olukanni, D. (2013). Evaluation of the Influence of Reactor Design on the Treatment Performance of an Optimized Pilot-Scale Waste Stabilization Pond. IJET., 3(2); 189-198.
Orumieh, H. and Mazaheri, R. (2015). Efficiency of stabilization ponds under different climate condition in Iran. JLS., 5(1); 794-805.
Ouedraogo, F.R., Zhang, J., Cornejo, P.K., Zhang, Q., Mihelcic, J.R. and Tejada-Martinez, A.E. (2016). Impact of sludge layer geometry on the hydraulic performance of a waste stabilization pond. Water Res., 99; 253-262.
Park, N.S., Kim, S.S., Lee, Y.J. and Wang, C.K. (2014). Effects of longitudinal baffles on particles settling in a sedimentation basin. Wat Sci Technol., 69(6); 1212-1218.
Quali, A., Jupsin, H., Vasel, J., Marouani, L. and Ghrabi, A. (2012). Removal improvement of bacteria (Escherichia coli and enterococci) in maturation ponds using baffles. Water Sci Technol., 65(4); 589-595.
Rakkoed, A., Danteravanich, S. and Puetpaiboon, U. (1999). Nitrogen removal in attaced growth waste stabilization ponds of wastewater from a rubber factory.Wat Sci Technol., 40(1); 45-52.
Rinhofer, B. and Smith, M.D. (2010). An analysis of cascade-aerated facultative waste stabilization ponds in the United Kingdom. Water Environ J., 25(2); 290-295.
Sah, L., Rousseau, D., Hooijmans, H. and Lens, P. (2011). 3D model for a secondary facultative pond. Ecol Model., 222(9); 1592-1603.
Sasani, H., Mehrdadi, N., Aminzadeh, N. and Takdastan, A. (2017). Baffle and fixed media effects on coliform removal and bacterial die-off rate coefficient in waste stabilization ponds (a case study in Ahvaz). Environ. Health. Eng. Manag., 4(3); 177-184.
Shilton, A.N. (2006). Pond treatment technology.p.p 210-212. (London: IWA publishing).
Spinosa, M.F., Von Sperling, M. and Verbyla, M.E. (2017). Performance evaluation of 388 full-scale waste stabilization pond systems with seven different configurations. Wat Sci Technol., 75(4); 916-927.
Von Sperling, M. (2007). Waste Stabilization Ponds. Biological Wastewater Treatment Series. Vol 2, (London: IWA Publishing).
Zhao, Q. and Wang, B. (1996). Evaluation on a pilot-scale attached growth pond system treating domestic wastewater. Water Res., 30(1); 242–245. | ||
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