Performance Evaluation Of Wastewater Stabilization Ponds In Arak-iran
Arak waste stabilization pond facilities consist of two stabilization pond systems, module 1 and module 2. 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...
Gespeichert in:
Veröffentlicht in: | Iranian journal of environmental health science & engineering 2009-01, Vol.6 (1), p.41-46 |
---|---|
Hauptverfasser: | , , , , , , , |
Format: | Artikel |
Sprache: | eng |
Schlagworte: | |
Online-Zugang: | Volltext |
Tags: |
Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
|
Zusammenfassung: | Arak waste stabilization pond facilities consist of two stabilization
pond systems, module 1 and module 2. 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 Arak, because of several problems in their
operation, and to prepare a scheme of its upgrading, if necessary.
Within the period of May to September 2007, analyses were carried out
for both raw and treated wastewaters. Results of these investigations
showed that the average effluent concentrations of BOD5, COD and SS
taken from primary and secondary facultative ponds of module 1 were
91.5, 169, 114; and 70, 160, 123 mg/L, respectively. These results
indicated that the effluent of the primary facultative ponds of module
1 were 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. For module 2, BOD5, COD, and SS average concentrations
of treated wastewater for the secondary and tertiary facultative ponds
were obtained as 69, 101, 77; and 76, 127, 78 mg/L, respectively. Thus
the effluent of the secondary facultative pond was complied with the
considered standards in terms of all studied parameters. Consequently,
the tertiary facultative pond could be changed to other secondary
facultative pond to upgrade both the quality and the quantity of
treated wastewater. |
---|---|
ISSN: | 1735-1979 |