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The IUP Journal of Environmental Sciences
Pall Rings Media Performance Studies on Upflow Aerobic Fixed Bed Bioreactor for the Treatment of Dairy Wastewater
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Laboratory studies were conducted to assess the influence of Hydraulic Retention Time (HRT) on the performance of Upflow Aerobic Fixed Bed Bioreactor (UAFBBR) for the treatment of dairy wastewater. Simple model of reactor 3.815 L capacity UAFBBR packed with support media pall rings of size 1.5 cm thick and 3.0 cm diameter having a shape of corrugated modular blocks were installed. The study was carried out for a period of 125 days. Influent Biochemical Oxygen Demand (BOD) and Chemical Oxygen Demand (COD) of dairy wastewater was at an average of 890 and 1,250 mg/L respectively, was fed into the reactor daily and operated in progression at 24, 18 and 12 h HRT. The waste treatment performance indicates that the UAFBBR packed with pall rings media demonstrated the highest COD and BOD removal efficiency of 93.16% and 96.17% respectively at 24 h HRT and a substantial decrease of efficiency was observed for progressive 18 and 12 h HRT.

 
 
 

Upflow Aerobic Fixed Bed Bioreactor (UAFBBR) is a column filled with various types of solid media for the treatment of carbonaceous organic matter in wastewater. The aerobic microorganisms adhere to the media and are not sloughed off the reactor (Singh, 2007). As such, very long mean cell residence time can be achieved even at very short Hydraulic Retention Time (HRT), which is essential for an efficient treatment (Izanloo et al., 2007). Applications of UAFBBR have shown that the process is capable of efficient treatment of many wastewaters at high organic and hydraulic loading rates (Nabizadeh and Mesdaghinia, 2006). The aim of the present study is to investigate the effect of HRT on the performance of UAFBBR, when used for treating dairy wastewater using lab-scale.

The UAFBBR was fed daily with dairy wastewater collected from dairy plant and brought to the laboratory. The sample was then poured in the overhead influent tank and the inflow was regulated by a peristaltic pump.

A simple model of UAFBBR was installed in the laboratory. The influent tank was connected to the bottom of the reactor. The UAFBBR model was made of a perplex glass tube with provisions of inlet and outlet arrangements. Entire length of the reactor was packed with the exception of 5 cm from the bottom and 5 cm from the top. The bottom space served as a distribution of dairy wastewater and aeration and sludge collection chamber, while the top portion of the column provided free board. Pall rings of 1.5 cm thick and 3.0 cm diameter were used as supporting material for biofilm in the reactor. The wastewater was introduced at the bottom of the reactor and the outlet flow was collected at the top of the reactor. The UAFBBR was housed at a controlled room temperature. Table 2 shows the salient features of the packing material and dimensions of the reactor and Figure 1 represent the experimental setup of pall rings media UAFBBR.

 
 
 

Environmental Sciences Journal, Pall Rings Media Performance Studies, Aerobic Fixed Bed Bioreactor, Biochemical Oxygen Demand, Dairy Wastewater, Peristaltic Pump, UAFBBR Model, Performance Evaluation, Aerobic Reactor Investigations, Aerobic Seed Sludge, Hydraulic Loading Rates, Aerobic Microorganisms.