Abstract
One of the common biological methods in wastewater treatment is the activated sludge
process. The efficiency of this process highly depends on the
aggregation of microbes to form flocs that settle in the settling tank.
The settleability of the activated sludge
is commonly influenced by the biomass diversity, concentration, density
and the size distribution of flocs. This study introduces mill scale as
a ballasted flocculant (BF). The behavior of activated sludge is
studied after the addition of BF, with the objective to improve the
aggregation of activated sludge particles and enhance its settleability.
The efficiency of BF is evaluated by varying its dosage (mill scale to
sludge weight ratio = 0.2–2) and particle size (<45 and 45–75 μm).
The zone settling velocity (ZSV) was 4.58 m h−1 for original sludge that was increased to 8 m h−1
when BF was added into the sludge. The microscopic analysis of the
ballasted flocs indicated that the BF particles were finely embedded
into the sludge particles. A significant increase in floc size was
observed after addition of BF. The Vesilind, Cho and Takacs settling
velocity models were applied to explain the relationship between
settleability characteristics of the activated sludge. The experimental
data was well fitted in Vesilind’s exponential model. Followed by
sedimentation, the BF particles were finely recovered via magnetic
separation technique. The maximum BF recovery is estimated 86 %, when
4 g of BF is used.
| Original language | English |
|---|---|
| Article number | 104237 |
| Pages (from-to) | 1-11 |
| Number of pages | 11 |
| Journal | Journal of Environmental Chemical Engineering |
| Volume | 8 |
| Issue number | 5 |
| DOIs | |
| Publication status | Published - Oct 2020 |
| Externally published | Yes |
Keywords
- Activated sludge
- ATP
- Ballasted flocculation
- Settling velocity
- Mill scale
- Wastewater treatment
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