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Wastewater management is considered to be a great challenge, particularly in towns and cities with rapidly growing population. The study aimed to assess the Al-Muamirah WW treatment plant (WWTP), located in the Babylon governorate of Iraq, in terms of its hydraulic loading as a quality performance indicator. The findings showed that there will be a significant deficit in the capacity of the plant of 20%, 32% and 37% in the year of 2024, and will cumulatively arise in 2030 to become 26%, 41.5% and 47.7% for suggested growth rates of 1.27%, 2.5% and 3.95%, respectively. The outcomes of expected amounts of daily discarded wastewater in terms of estimated population were analyzed using the ANOVA test and it was found that the population growth ratio has a significant impact on the generated inflow, as f (2,30) = 3.713, and p= 0.019 < 0.05.
Słowa kluczowe
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Rocznik
Tom
Strony
264--268
Opis fizyczny
Bibliogr. 15 poz., rys., tab.
Twórcy
autor
- Al-Mussaib Technical Institute, Al-Furat Al-Awsat Technical University, 51009 Babylon, Iraq
autor
- Al-Mussaib Technical Institute, Al-Furat Al-Awsat Technical University, 51009 Babylon, Iraq
autor
- College of Engineering Environmental Department, University of Mustansiriyah, Baghdad, Iraq
Bibliografia
- 1. Jonnalagadda S.B. & Mhere G. 2001. Water quality of the Odzi River in the eastern highlands of Zimbabwe. Water research, 35(10), 2371–2376.
- 2. Teklehaimanot G.Z., et al. 2015. Population Growth and Its Impact on the Design Capacity and Performance of the WW Treatment Plants in Sedibeng and Soshanguve, South Africa, Environmental Management. Springer US, 56(4), 984–997.
- 3. Du N., Ottens H., Sliuzas R. 2010. Spatial impact of urban expansion on surface water bodies: a case study of Wuhan, China. Landsc Urban Plan, 94, 175–185.
- 4. Burian S.J., Pitt R.E., Durrans S.R. 2010. Urban water management in the United States: past, present and future. J Urban Technol, 7, 33–62.
- 5. Cossio C. et al. 2018. WW management in small towns–understanding the failure of small treatment plants in Bolivia. Environmental Technology (United Kingdom), 39(11), 1393–1403.
- 6. Teklehaimanot G.Z. et al. 2015. Population Growth and Its Impact on the Design Capacity and Performance of the WW Treatment Plants in Sedibeng and Soshanguve, South Africa. Environmental Management. Springer US, 56(4), 984–997.
- 7. Garbowski T., Wiśniewski J., Bawiec A. 2018. Analysis and assessment of the WW treatment plant operation in the city of Kłodzko. Journal of Ecological Engineering. Polish Society of Ecological Engineering (PTIE), 19(2), 114–124.
- 8. Al-Tufaily M.A. 2003. Variations in WW characteristics with varying treatment and operation methods for a number of Middle Euphrates WW treatment plants’, Engineering Sciences, Babylon University, 8(5).
- 9. Environmental Protection Agency (EPA), 1981, Methods 604, Phenols in Federal Register, October 26, part VIII, 40, CFR, 58, USA.
- 10. Al-Zuhairy M.S.H. 2008. Future evaluation of performance for WW treatment plants of Baghdad city, The Technician, 21(1), 14-22.
- 11. Al-Hadithy T.H. 2000. Population Geography, 2nd edition, Office House, Mousul, Iraq, 146.
- 12. Volkman S. 2003. Sustainable WW treatment and reuse in urban areas of the developing world. Masters dissertation, Michigan Technological University, Michigan.
- 13. Ujang Z. & Buckley C. 2002. Water and WW in developing countries: present reality and strategy for the future.WaterSci Technol., 46(9), 1–9.
- 14. Hawal L.H., Al-Sulttani A.O., Kariem N.O. 2021. Chromium Elimination from Contaminated Soil by Electro-Kinetic Remediation, Using Garlic Peels Powder. Journal of Ecological Engineering, 22(7), 252–259.
- 15. Gzar H.A., Kseer K.M., Nasir M.J. 2020. Kinetics and Isotherms of a Green Method for the Sorption of Metal Ions from Aqueous Solution. IOP Conference Series: Materials Science and Engineering, 888(1), 012077.039.
Typ dokumentu
Bibliografia
Identyfikator YADDA
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