Qualitative and Quantitative Analysis of the Inorganic Materials Changes with Time in the Stages of the Wastewater Treatment Plant

Abstract

Due to the importance of the inorganic materials removal from wastewater, experimental and analytical study to the concentration change with time of these materials became essential. In this work, experimental analyses were performed to investigate the concentration changes of inorganic compounds during stages of activated sludge wastewater treatment plants at different sites in Jordan. The aim of this research is to examine the performance of the plants in treating pollutants and inorganic materials, and verify the quantitative and qualitative changes with time. Samples from the treatment stages were monthly taken and analyzed in the laboratory along a period of one year. The concentration changes of the inorganic solids in wastewater passing through treatment stages and aeration tank were recorded. Results show that the conventional treatment of the wastewater within different conditions in the year is not effective to decrease the concentrations of the inorganic compounds. Based on these results, we recommend adding tertiary advanced treatment unit in order to get acceptable water quality allowable to be reused for different purposes.

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F. Hani, M. Qasaimeh and A. Qasaimeh, "Qualitative and Quantitative Analysis of the Inorganic Materials Changes with Time in the Stages of the Wastewater Treatment Plant," Engineering, Vol. 4 No. 8, 2012, pp. 409-415. doi: 10.4236/eng.2012.48054.

Conflicts of Interest

The authors declare no conflicts of interest.

References

[1] Metcalf and Eddy, “Wastewater Engineering, Treatment, Disposal and Reuse,” McGraw-Hill Inc., New York, 1991.
[2] R. Alabaide, “The Changing of Concentration Inorganic Compound in Deferent Stage of Treatment Plant,” Journal of Pure & Applied Science, Vol. 2, No. 2, 2010, pp. 53-61.
[3] B. Y. Ammary and J. A. Radaideh, “Simultaneous Nitrification and Denitrification in an Oxidation Ditch Plant,” Chemical and Biochemical Engineering, Vol. 9, No. 2, 2005, pp. 207-212.
[4] G. A. Ekama and M. C. Wentzel, “Modeling Inorganic Material in Activated Sludge Systems,” Water SA, Vol. 30, No. 2, 2004, pp. 153-174. doi:10.4314/wsa.v30i2.5060
[5] M. Von Sperling, “Solids Management for the Control of Extended Aeration Systems,” Water SA, Vol. 20, No. 1, 1994, pp. 49-60.
[6] K. D. Kerri, “Operation of Wastewater Treatment Plants,” 5th Edition, California State University, Sacramento, 2001.
[7] P. Vast, V. Andris, M. A. U. Martines, J. P. Aufferedic, M. Poulain and Y. Messaddeq, “Treatment and Destruction of Inorganic Fibers Wastes Like Asbestos by Sodium Polyphosphate,” Phosphorus Research Bulletin, Vol. 15 2004, pp. 68-82.
[8] J. C. Hoff and E. E. Geldreich, “Comparison of the Biocidal Efficiency of Alternative Disinfectants,” Journal of American Water Works Association, Vol. 73, No. 1, 1981, pp. 40-44, 1981.
[9] R. L. Wolfe, N. R. Ward and B. H. Olson, “Inorganic Chloramines as Water Disinfectants: A Review,” Journal of American Water Works Association, Vol. 76, No. 5, 1984, pp. 74-88.
[10] J. C. Morris, “Aqueous Chlorine in Treatment of Water Supplies,” In: N. M. Ram, E. J. Calabrese, R. F. Christmas, Eds., Organic Carcinogens in Drinking Water: Detection, Treatment and Risk Assessment, Wiley, New York, 1986, pp. 33-54.
[11] G. A. Burlingame, J. J. Muldowney and R. E. Maddrey, “Cucumber Flavour in Philadelphia’s Drinking Water,” Journal of American Water Works Association, Vol. 84, No. 4, 1992, pp. 92-97.
[12] J. Hoigne, “Chemistry of Aqueous Ozone and Transformation of Pollutants by Ozonation and Advances Oxidation Processes,” In: J. Hubrec, Ed., The Handbook of Environmental Chemistry, Springer-Verlag, Berlin, 1998.
[13] C. Gottschalk, J. A. Libra and A. Saupe, “Ozonation of Water and Waste Water: A Practical Guide to Understand Ozone and Its Application,” Wiley-VCH, Weinheim, 2000.
[14] U. von Gunten, “Ozonation of Drinking Water: Part I. Oxidation Kinetics and Product Formation,” Water Research, Vol. 37, No. 7, 2003, pp. 1443-1467. doi:10.1016/S0043-1354(02)00457-8
[15] B. Legube, “Ozonation By-Products,” The Handbook of Environmental Chemistry, Vol. 5, 2003, pp. 95-116.
[16] A. Bruchet and J. P. Duguet, “Role of Oxidants and Disinfectants on the Removal Masking and Generation of Tastes and Odours,” Water Science and Technology, Vol. 49, No. 9, 2004, pp. 297-306.
[17] M. Debordea and U. von Guntena, “Reactions of Chlorine with Inorganic and Organic Compounds during Water Treatment—Kinetics and Mechanisms: A Critical Review,” Water Research, Vol. 42, No. 1-2, 2008, pp. 13-51. doi:10.1016/j.watres.2007.07.025
[18] B. Cancho, F. Ventura, M. Galceran, A. Diaz and S. Ricart, “Determination, Synthesis and Survey of Iodinated Trihalomethanes in Water Treatment Processes,” Water Research, Vol. 34, No. 13, 2000, pp. 3380-3390. doi:10.1016/S0043-1354(00)00079-8
[19] Y. Bichsel and U. von Gunten, “Formation of Iodo-Trihalomethanes during Disinfection and Oxidation of Iodide-Containing Waters,” Environmental Science & Technology, Vol. 34, No. 13, 2000, pp. 2784-2791. doi:10.1021/es9914590
[20] J. E. Simmons, S. D. Richardson, T. F. Speth, R. J. Miltner, G. Rice, K. M. Schenck, E. S. Hunter III and L. K. Teuschler, “Development of a Research Strategy for Integrated Technology-Based Toxicological and Chemical Evaluation of Complex Mixtures of Drinking Water Disinfection Byproducts,” Environmental Health Perspectives, Vol. 110, Suppl. 6, 2002, pp. 1013-1024. doi:10.1289/ehp.02110s61013
[21] S. D. Richardson, A. D. Thruston, C. Rav-Acha, L. Groisman, I. Popilevsky, O. Juraev, V. Glezer, A. B. McKague, M. J. Plewa and E. D. Wagner, “Tribromopyrrole, Brominated Acids and Other Disinfection Byproducts Produced by Disinfection of Drinking Water Rich in Bromide,” Environmental Science & Technology, Vol. 37, No. 17, 2003, pp. 3782-3793. doi:10.1021/es030339w
[22] M. J. Plewa, E. D. Wagner, S. D. Richardson, A. D., Thruston, Y. T. Woo and A. B. Mckague, “Chemical and Biological Characterization of Newly Discovered Iodoacid Drinking Water Disinfection Byproducts,” Environmental Science & Technology, Vol. 38, No. 18, 2004, pp. 4713-4722. doi:10.1021/es049971v
[23] S. D. Richardson, “New Disinfection By-Product Issues: Emerging DBPs and Alternative Routes of Exposure,” Global NEST Journal, Vol. 7, No. 1, 2005, pp. 43-60.
[24] S. W. Krasner, H. S. Weinberg, S. D. Richardson, S. J. Pastor, R. Chinn, M. J. Sclimenti and G. D. Onstad, A. D. Thruston, “Occurrence of a New Generation of Disinfection Byproducts,” Environmental Science & Technology, Vol. 40, No. 23, 2006, pp. 7175-7185. doi:10.1021/es060353j
[25] M. W. Le Chevallier, C. D. Cawthon and R. G. Lee, “Factors Promoting Survival of Bacteria in Chlorinated Water Supplies,” Applied and Environmental Microbiology, Vol. 54, No. 3, 1988, pp. 649-954.
[26] F. Y. Bois, T. Fahmy, J. C. Block and D. Gatel, “Dynamic Modeling of Bacteria in a Pilot Drinking-Water Distribution System,” Water Research, Vol. 31, No. 12, 1997, pp. 3146-3156. doi:10.1016/S0043-1354(97)00178-4
[27] Z. Amjad, “Mineral Scale Formation and Inhibition,” Plenum Publishing Corporation, New York, 1995.
[28] L. A. Perez and D. Zidovec, “Mineral Scale Formation and Inhibition,” Plenum Publishing Corporation, New York, 1995.
[29] J. Hoots and G. A. Crucil, “Role of Polymers in the Mechanisms and Performance of Alkaline Cooling Water Programs,” Paper No. 13, Corrosion/86, NACE International, Houston, 1986.
[30] Z. Amjad, “Controlling Metal Ion Fouling in Industrial Water Systems,” UltraPure Water, 2000, UP170431.
[31] Z. Amjad, Ed., “Calcium Phosphates in Biological and Industrial Systems,” Kluwer Academic, Boston, 1997.
[32] Z. Amjad, “Water Soluble Polymers: Solution Properties and Applications,” Plenum Publishing, New York, 1998.
[33] Z. Amjad, “Inhibition of Barium Sulfate Precipitation: Effect of Additives, Solution pH, and Supersaturation,” Water Treatment, Vol. 9, 1994, pp. 47-56.
[34] W. F. Masler and Z. Amjad, “Advances in the Control of Calcium Phosphonate with a Novel Polymeric Inhibitor,” Paper No. 11, Corrosion/89, NACE International, Houston, 1988.
[35] Z. Amjad, J. Pugh, J.F. Zibrida and R.W. Zuhl, “Performance of Polymers in Industrial Water Systems: The Influence of Process Variables,” Materials Performance, Vol. 36, No. 1, 1997, pp. 32-38.
[36] Z. Amjad, “Factors to Consider in Selecting a Dispersant for Industrial Water Systems,” UltraPure Water, Vol. 16, No. 7, 1999, pp. 17-24.
[37] Statistical Department, “Population of Jordan,” Annual Report, Jordan, 2006.
[38] S. Malkawi, “Current Reclaimed Water Use in Jordan: Strategies, Policies and Standards,” The Second Water Reuse Conference, Amman, 6-9 June 2005n.
[39] Jordanian Standards 1995, “Jordanian Standards for Water Reuse JS893/1995,” Amman, 1995.
[40] APHA, AWWA, ASCE, “Standard Methods for Water and Wastewater Examination and Tests,” APHA, AWWA, ASCE, New York, 2000.
[41] W. W. Eckenfelder Jr., “Biological Treatment of Wastewater,” McGraw-Hill Inc., New York, 1998.
[42] W. Gujer and D. Jenkins, “A Nitrification Model of the Contact Stabilization Process,” Water Research, Vol. 9, No. 5-6, 1975, pp. 561-566. doi:10.1016/0043-1354(75)90082-2
[43] W. W. Eckenfelder Jr., “Industrial Water Pollution Control,” McGraw-Hill Inc., New York, 1989.
[44] R. Jamal, Z. Kamel and Q. Omar, “Modern Wastewater Treatment Technologies for Better Treatment and Water Reuse,” International Conference on Water Conservation in Arid Regions, Jeddah, 12-14 October 2009.

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