Abstract
Laboratory unit was designed to simulate (T2) line in Alrustamyia station for
sewage treatment southern part of Baghdad city . The work involved two stages,
before and after prearation tank and primary settling tank. Storage wastewater
samples problem was overcome through using rotary cooling system at 2 C . The
encouraging results obtained from previous work (new chemical treatment of
prearated wastewater) were employed for the completion of our continuous feeding
experiments on a laboratory unit scale . The flow rate was used as a control factor for
monitoring the concentration of pollutants in the treated wastewater treated . The
selected flow rate included the basic design flow rate of the T2 line (1X) and new
flow rates (2X and 4X). The our new techniques involved the continuous feeding
were reduced the concentrations ofBiological Oxygen Demand (BOD), Total
Suspended Solid (TSS), liberated the entrapped oil and greases as well as reducing
other pollutants. It was found that 2X flow rate was the best flow rate which doubled
the quantity of wastewater treated and reduced the resident time of treatment to the
half
sewage treatment southern part of Baghdad city . The work involved two stages,
before and after prearation tank and primary settling tank. Storage wastewater
samples problem was overcome through using rotary cooling system at 2 C . The
encouraging results obtained from previous work (new chemical treatment of
prearated wastewater) were employed for the completion of our continuous feeding
experiments on a laboratory unit scale . The flow rate was used as a control factor for
monitoring the concentration of pollutants in the treated wastewater treated . The
selected flow rate included the basic design flow rate of the T2 line (1X) and new
flow rates (2X and 4X). The our new techniques involved the continuous feeding
were reduced the concentrations ofBiological Oxygen Demand (BOD), Total
Suspended Solid (TSS), liberated the entrapped oil and greases as well as reducing
other pollutants. It was found that 2X flow rate was the best flow rate which doubled
the quantity of wastewater treated and reduced the resident time of treatment to the
half
Keywords
Modified Chemical treatment; Laboratory system
sewage; Prearation tank; Primary settling tank