Vol. 28 No. 4 (2025) Cover Image
Vol. 28 No. 4 (2025)

Published: December 20, 2025

Pages: 601-605

Articles

Improving of Water Quality Parameters Using Stepped Cascade Aerator

Abstract

Hydraulic structures, including cascade aerators, may be acknowledged as important components in improving aeration efficiency because of the intense turbulent mixing combined with large air bubble entrapment at these structures. The main objective of the present study is to achieve maximum aeration efficiency and enhance the concentration of dissolved oxygen in the water since this is an important factor in improving water quality. The present study aims to determine the most proper geometric and dynamic parameters of a typical square-shaped stepped cascade with a total height of 120 cm, and sex steps. A tread of each step is 10 cm and a rise of each step is 20 cm, where aeration efficiency is maximized. The results of the study revealed that the maximum value of water aeration efficiency, meaning an increase in dissolved oxygen in the water using a stepped cascade aerator happened when flow rates of 15 L/min, 25 L/min, and 35 L/min with aeration efficiencies of 22%, 37%, and 42% respectively. Finally, the optimization of flow rates in aeration systems can lead to improved water quality parameters. The most important feature of the present study is the innovation of a natural method of water treatment that relies on the principle of mixing, coagulation, and flocculation by hydraulic methods, which works to reduce the costs of operation.

References

  1. S. Koduri and B. D. Barkdoll, "Evaluation of oxygen transfer at stepped cascade aerators," in World Water & Environmental Resources Congress 2003, 2003, pp. 1-10. https://doi.org/10.1061/40685(2003)257
  2. L. Toombes and H. Chanson, "Air-Water Mass Transfer on a Stepped Waterway," J. Environ. Eng., vol. 131, no. 10, pp. 1377-1386, 2005. https://doi.org/10.1061/(ASCE)0733-9372(2005)131:10(1377)
  3. J. Mueller, W. C. Boyle, and H. J. Popel, Aeration: Principles and Practice, vol. 11. Boca Raton, FL: CRC Press, 2002. https://doi.org/10.1201/9781420010343
  4. M. Kahil and H. Seif, "Natural wastewater treatment in mountain areas in Lebanon," Eur. Sci. J., vol. 10, no. 14, 2014.
  5. W. Viessman and M. J. Hammer, Water Supply and Pollution Control. New York: HarperCollins, 1993.
  6. A. L. Downing and G. A. Truesdale, "Some factors affecting the rate of solution of oxygen in water," J. Appl. Chem., vol. 5, no. 10, pp. 570-581, 1955. https://doi.org/10.1002/jctb.5010051008
  7. S. T. Avery and P. Novak, "Oxygen transfer at hydraulic structures," J. Hydraul. Div., vol. 104, no. 11, pp. 1521-1540, 1978. https://doi.org/10.1061/JYCEAJ.0005100
  8. J. R. Thene and J. S. Gulliver, "Gas Transfer at Weirs Using the Hydrocarbon Gas Tracer Method With Headspace Analysis," Univ. of Minnesota, 1989.
  9. A. G. Holler Jr., Reaeration of Discharge Through Hydraulic Structures. Cincinnati, OH: Univ. of Cincinnati, 1970.
  10. H. C. Preul and A. G. Holler, "Reaeration through low dams in the Ohio River," in Proc. 24th Industrial Waste Conf., Purdue Univ., Lafayette, IN, 1969.
  11. H. Nakasone, "Study of aeration at weirs and cascades," J. Environ. Eng., vol. 113, no. 1, pp. 64-81, 1987. https://doi.org/10.1061/(ASCE)0733-9372(1987)113:1(64)
  12. S. C. Wilhelms and D. R. Smith, "Reaeration through gated-conduit outlet works," U.S. Army Engineer Waterways Experiment Station, 1981.
  13. H. Chanson and L. Toombes, "Experimental study of gas-liquid interfacial properties in a stepped cascade flow," Environ. Fluid Mech., vol. 2, pp. 241-263, 2002. https://doi.org/10.1023/A:1019884101405
  14. R. M. Boes and W. H. Hager, "Hydraulic design of stepped spillways," J. Hydraul. Eng., vol. 129, no. 9, pp. 671-679, 2003. https://doi.org/10.1061/(ASCE)0733-9429(2003)129:9(671)
  15. H. Chanson and L. Toombes, Flow Aeration at Stepped Cascades, Research Report No. CE155, Univ. of Queensland, 1997.
  16. A. Kumar, S. Moulick, B. K. Singh, and B. C. Mal, "Design characteristics of pooled circular stepped cascade aeration system," Aquac. Eng., vol. 56, pp. 51-58, 2013. https://doi.org/10.1016/j.aquaeng.2013.04.004
  17. S. Balamurugan, M. D. Lad, V. G. Gaikar, and A. W. Patwardhan, "Effect of geometry on mass transfer characteristics of ejectors," Ind. Eng. Chem. Res., vol. 46, no. 25, pp. 8505-8517, 2007. https://doi.org/10.1021/ie061602f
  18. A. Baylar, D. Hanbay, and E. Ozpolat, "Modeling aeration efficiency of stepped cascades by using ANFIS," Clean - Soil, Air, Water, vol. 35, no. 2, pp. 186-192, 2007. https://doi.org/10.1002/clen.200700019
  19. H. Khdhiri, O. Potier, and J.-P. Leclerc, "Aeration efficiency over stepped cascades: Better predictions from flow regimes," Water Res., vol. 55, pp. 194-202, 2014. https://doi.org/10.1016/j.watres.2014.02.022
  20. E. Hartini, "Cascade aerator dan bubble aerator dalam menurunkan kadar mangan air sumur gali," KEMAS J. Kesehat. Masy., vol. 8, no. 1, pp. 41-50, 2012.