Abstract:
The Effluent Treatment Plant (ETP) of Unilever Ceylon Ltd. which was the basis for
this study, consists of Physical , Chemical & Biological treatment units. The objective of
this research study was to evaluate the performance of the biological unit of Activated
Sludge. The ETP is continuously operating 24 hours a day. A number of process
problems occur due to large variations of flow & characteristics of influent in the daily
load. In addition to that, operational practice also contribute to the same.
Although there are some problems during the operational stage, the results indicate that
the system is operating quite efficiently with respect to COD, BOD removals and also
the concentrations of the above in the treated effluent meet the standards stipulated by the
CEA. (ie. 70% of the data collected met the general standard of effluents discharged to
inland surface waters stipulated by the CEA). Also this research study indicates that the
plant can assimilate considerable high shock loads of the above pollutants without
significant treatment failure. This may be due to the fact that the plant is opearing at low
average design flow during the period of study.
During the study period , sudden discharges of Caustic effluents were observed. Such
discharges resulted foam formation problems in the treatment plant. This has affected
specially in fat removal unit which is very important for the effective performance of
the biological unit. Sludge bulking and very high mixed liquor suspended solids have
been identified to be contributing to the lower efficiency.
IV
It is concluded that,
1. Dissolved Oxygen concentration is extremely low in aeration tank
2. Nitrogen availability in the aeration tank is not quite sufficient for cell synthesis
3. Low Food to Micro-Organism (F/M) values due to high mixed liquor
concentration in the aeration tank etc.
Accordingly remedial measures have been recommended as follows;
1. Install a closed loop control system in pH adjustments and chemical dosing in the
process
2. Increase the Dissolved Oxygen level in the aeration tank
3. Feed nutrients as required by the ratio ofBODs:N:P: = 100:5:1
4. Maintain Mixed liquor suspended solids concentration in the range of 3000-4500
mg/l etc.
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