Performance of Wastewater Stabilization Ponds: A Case Study of Nzoia Sugar Factory Wastewater Treatment Plant, Kenya
International Journal of Civil Engineering |
© 2022 by SSRG - IJCE Journal |
Volume 9 Issue 5 |
Year of Publication : 2022 |
Authors : Valery Osimbo Lutta, Josiah Adetayo Adeyemo, Basil T.I. Ong’or |
How to Cite?
Valery Osimbo Lutta, Josiah Adetayo Adeyemo, Basil T.I. Ong’or, "Performance of Wastewater Stabilization Ponds: A Case Study of Nzoia Sugar Factory Wastewater Treatment Plant, Kenya," SSRG International Journal of Civil Engineering, vol. 9, no. 5, pp. 20-26, 2022. Crossref, https://doi.org/10.14445/23488352/IJCE-V9I5P104
Abstract:
Water pollution is one of the most common environmental problems encountered worldwide, especially in developing nations. To avert this, both domestic and industrial effluents should be treated by appropriate technologies to acceptable levels before disposal. Wastewater stabilization ponds are widely used for domestic and industrial wastewater treatment worldwide. This study aimed to determine the performance of wastewater stabilization ponds for industrial sugar effluent by evaluating the treatment plant's operational parameters and hydraulic characteristics. Key parameters were; biochemical oxygen demand, total suspended solids, chemical oxygen demand, total dissolved solids, and electrical conductivity. Wastewater samples were tested using the standard testing methods. The results showed the treatment plant did not meet the acceptable discharge standards for the key parameters. It was also established that all parameters varied significantly (p˂0.05) across the different ponds except for BOD (p>0.05). Wrong positioning of the inlet and outlet structures, a smaller length to width ratio, and non-functional mechanical aerators were attributed to the poor effluent quality. Recommendations were to address the design aspects of the ponds and ensure proper maintenance of the mechanical aerators.
Keywords:
Aerated ponds, Biochemical oxygen demand, Hydraulic performance, Industrial effluent, Short-circuiting.
References:
[1] Matthew Verbyla, Marcos Von Sperling, and Ynoussa Maiga, Waste Stabilization Ponds, In: J.B. Rose and B. Jiménez eds., Part 4, Management of Risks from Excreta and Pathogens, 2017.
[2] J. C. Agunwamba, “Capacity Expansion of Waste Stabilization Ponds,” Journal of Indian Association for Environmental Management, vol. 21, pp. 17-23, 1994.
[3] Mara, Domestic Wastewater Treatment in Developing Countries, London, England: Earthscan Publications, 2004.
[4] Duncan Mara, “Domestic Wastewater Treatment in Developing Countries,” WWF-UK and the International Institute for Environment and Development, Earthscan Publishers, London, Sterling, VA, 2003.
[5] A. Toumi, A. Nejmeddine, and B. Hamouri, “Heavy Metal Removal in Waste Stabilization Ponds and High Rate Ponds,” Water Science & Technology, vol. 42 , pp. 10-11:17-21, 2000. Crossref, http://dx.doi.org/10.2166/wst.2000.0599
[6] Miao Li, et al, “On the Hydrodynamics and Treatment Efficiency of Waste Stabilization Ponds: From a Literature Review to a Strategic Evaluation Framework,” Journal of Cleaner Production, vol. 183, pp. 495-514, 2018. Crossref, https://doi.org/10.1016/j.jclepro.2018.01.199
[7] Liah X.Coggins, Marco Ghisalberti, and Anas Ghadouani, “Sludge Accumulation and Distribution Impact the Hydraulic Performance in Waste Stabilisation Ponds,” Water Research, vol. 110, pp. 354-365, 2017. Crossref, https://doi.org/10.1016/j.watres.2016.11.031
[8] O. Gopolang and M. Letshwenyo, “ Performance Evaluation of Waste Stabilisation Ponds,” Journal of Water Resource and Protection, vol. 10, no. 11, pp. 1129-1147, 2018. Crossref, http://dx.doi.org/10.4236/jwarp.2018.1011067
[9] N. M. Ogarekpe and J. C. Agunwamba, “Effect of Geometry on the Performance of Integrated Solar and Hydraulic Jump Enhanced Waste Stabilization Pond,” Desalination and Water Treatment, 2016. Crossref, http://dx.doi.org/10.1080/19443994.2016.1144530
[10] Weqar A. Siddiqui and Muhammad Waseem, “ A Comparative Study of Sugar Mill Treated and Untreated Effluent: a Case Study,” Oriental Journal of Chemistry, vol. 28, pp. 1899-1904, 2012.
[11] Abdul Latif Qureshi, et al., “Impact of Releasing Wastewater of Sugar Industries into Drainage System of LBOD, Sindh, Pakistan,” International Journal of Environmental Science and Development, vol. 6, no. 5, 2015.
[12] Musyimi David. M. , Netondo Godfrey.W. and Wekulo John K, “Physicochemical Characteristics of River Kuywa Water,” Bungoma, Kenya, Journal of Environmental Science, Computer Science and Engineering & Technology, vol. 9, pp. 342-351, 2020.
[13] Stephen Muchanga and A. M. Salim, “Determination of Heavy Metals in Waters of Lower River Kuywa,” International Journal of Biochemistry Research, vol. 28, pp. 1-9, 2019. Crossref, http://dx.doi.org/10.9734/ijbcrr/2019/v28i230138
[14] A. P. H. A. Apha, “Standard Methods for the Examination of Water and Wastewater,” American Public Health Association, Washington DC, USA., 2010.
[15] Amir Dakkar, “Wastewater Treatment Process and its Benefits, Energy, Environment, Middle East,” Water, 2018.
[16] George Tchobanoglous et al., Wastewater Engineering Treatment, Disposal and Reuse, 1991.
[17] J. Chebor, E. K. Kiprop, and L. A. Mwamburi, “Effect of Seasonal Variation on Performance of Conventional Wastewater Treatment System,” Journal of Applied & Environmental Microbiology, vol. 5, no. 1, pp. 1-7, 2017. Crossref, 0.12691/jaem-5-1-1
[18] Akali Ngaywa Moses et al., “Effluent Discharge by Mumias Sugar Company in Kenya: An Empirical Investigation of the Pollution of River Nzoia,” Sacha Journal of Environmental Studies, vol. 1, pp. 1-30, 2011.
[19] P. C. Okonkwo and Umar Musa, “Evaluation of Design and Operational Parameters of Pilot Single Stage Stabilization Pond for Treatment of Brewery Waste Water Effluent,” Journal of Advanced Chemical Engineering, vol. 7 , 2017. Crossref, https://doi.org/10.4172/2090-4568.1000178
[20] Ajitha A. R, Dr. Chandrakaran S, and Dr. Sheela Evangeline Y, “Study the Effect of Lead on the Engineering Properties of Landfill Liners,” SSRG International Journal of Civil Engineering, vol. 7, no. 7, pp. 23-31, 2021. Crossref, https://doi.org/10.14445/23488352/IJCE-V7I7P105.
[21] Mumtaz Shah et al., "Performance Assessment of Aquatic Macrophytes for Treatment of Municipal Wastewater," Journal of Environmental Health Science & Engineering, vol. 12, no. 1, pp. 106, 2014. Crossref, http://dx.doi.org/10.1186/2052-336X-12-106
[22] Marcos von Sperling, "Biological Wastewater Treatmenr Series: Waste Stabilization Ponds," IWA Publishing, New Delhi, vol. 3, 2007.
[23] J. Persson, "The Hydraulic Performance of Ponds of Various Layouts," Urban Water, vol. 42, no. 10, pp. 243-250, 2000. Crossref, https://doi.org/10.1016/S1462-0758(00)00059-5
[24] M. Pena, Duncan Mara, and A. Sanchez, "Dispersion Studies in Anaerobic Ponds:Implications for Design and Operation, " Water Science and Technology, vol. 42, no. 10-11, pp. 273-282, 2000. Crossref, https://doi.org/10.2166/wst.2000.0660
[25] David O. Olukanni and Joel J. Ducoste, "Optimization of Waste Stabilization Pond Design for Developing Nations using Computational Fluid Dynamics," Ecological Engineering, vol. 37, pp. 1878-1888, 2011. Crossref, https://doi.org/10.1016/j.ecoleng.2011.06.003
[26] Rahilsadat Hosseini, "Wastewater’s Total Influent Estimation and Performance Modeling: A Data Driven Approach. (Master's Thesis)," Graduate College the University of Iowa, Iowa City, 2011.