Performance evaluation of wastewater stabilization ponds in Yazd-Iran

Authors

  • Shahram Sadeghi Environmental Health Engineering, Student Research Committee, Kurdistan University of Medical Sciences, Sanandaj, Iran
  • Ehsan Abouee Mehrizi Environment Research Center, Iran University of Medical Sciences, Department of Environmental Health Engineering, Faculty of Public Health, North Khorasan University of Medical Sciences- Bojnurd, Bojnurd, Iran
  • Mahdi Farzadkia Department of Environmental Health Engineering, Iran University of Medical Sciences, Tehran, Iran
  • Majid Kermani Department of Environmental Health Engineering, Iran University of Medical Sciences, Tehran, Iran
  • Mohamad Hassan Ehrampoush Department of Environmental Health Engineering, Shahid Sadoughi University of Medical Sciences, Yazd, Iran
  • Mohammad Taghi Ghaneian Department of Environmental Health Engineering, Shahid Sadoughi University of Medical Sciences, Yazd, Iran
  • Vahid Ghelmani Civil Engineering, Manager of Wastewater Treatment Plant in Yazd, Iran
Abstract:

Background: Yazd waste stabilization pond facilities consist of three stabilization pond systems, module 1, module 2 and module 3 that AWSP module 1 has started its operation. The existing facilities have had several problems in their operation. The objectives of this research were to evaluate the performance of stabilization ponds in wastewater treatment of the city of Yazd, due to several problems in their operation, and to prepare a scheme of its upgrading, if necessary. Methods: During the period from December to June 2010, data analysis were carried out for both raw and treated wastewater. Results: Results of these investigations showed that the average effluent concentrations of Biochemical Oxygen Demand 5 (BOD5), Chemical Oxygen Demand (COD) and Suspended Solid (SS) taken from anaerobic pond and secondary facultative ponds of module 1 were 306.9, 135.18, 139.75 and 136.75, 69.025, 136.5 mg/L, respectively. Conclusion: These results indicated that the effluent of the anaerobic pond of module 1 was complied with the Iranian treated wastewater standards for agricultural reuse in terms of BOD5 and COD concentrations hence the secondary facultative ponds could be changed to other primary facultative ponds in order to increase the capacity of wastewater treatment plant.

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Journal title

volume 1  issue None

pages  7- 12

publication date 2014-12

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