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Remediation of a failing filter bed Works |
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Greener Waste Ltd is a Process Engineering and Environmental Consultancy specialising in the Municipal sector. Following several years of extensive research Greener Waste Ltd has advanced the unique bio-augmentation technology which has been successfully introduced to a number of water companies. The concepts are being successfully used in wastewater treatment to optimise processes which suffer from excess FOG, BOD overload, poor nitrification, and poor sludge quality.
The Problem
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The works has a population equivalent of 9,000, 5,000 of which comes from a nearby fish processing company and this is the root cause of the problem at the works. The works itself is conventional with the addition of a large plastic media filter. Due to the presence of large quantities of fish oils the plastic filter was failing to operate efficiently, causing the works to be 'at risk' and ultimately failing consent.
This photograph shows the thick crust of solidified oil on the surface of the plastic media inlet pump chamber before Bio-Selector installation
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An initial survey was carried out to quantify the problem, and samples taken were analysed in our laboratory. A treatability study was carried out to identify which mixture of bacteria could be used to augment the indigenous bacteria and improve effluent quality. The results indicated that a mixture of Lipase-producing bacteria would have the greatest effect on the effluent quality.
On-site bio-augmentation is achieved by culturing the bacteria in breeder vessels and subsequently dosing high concentrations of actively-growing bacteria into the works. Greener Waste Ltd have a number of sizes of unit designed for different flows. In the case of this works a medium-sized breeder unit was used.
A Bio-Augmentation unit was installed at the end of January, two weeks later a change in the appearance of the primary tank effluent was observed. In the third week the pump chamber was starting to clear
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Data
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Sewage |
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Plastic Filter |
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Effluent |
| Date |
Settled Sewage COD |
Settled Sewage SS |
Sewage Ammonia |
Sewage Nitrate |
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PF COD |
PF SS |
PF Ammonia |
PF Nitrate |
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Effluent COD |
Effluent SS |
Effluent Ammonia |
Effluent Nitrate |
| 2008-01-15 |
1350 |
|
36 |
|
|
1350 |
|
29.9 |
|
|
185 |
37 |
6 |
|
| 2008-01-22 |
1200 |
|
38 |
|
|
1200 |
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28.6 |
|
|
160 |
33 |
8 |
|
| 2008-01-29 |
1500 |
|
36.5 |
|
|
1500 |
|
27.1 |
|
|
180 |
36 |
6.5 |
|
| 2008-02-05 |
1200 |
|
39 |
|
|
1200 |
|
28.5 |
|
|
160 |
38 |
9 |
|
| 2008-02-12 |
908 |
290 |
29.9 |
0.6 |
|
189 |
122 |
13.1 |
7 |
|
168 |
34 |
3 |
32.6 |
| 2008-02-21 |
720 |
224 |
28.6 |
0.5 |
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80.5 |
12 |
1.6 |
12.5 |
|
158 |
13 |
1 |
12.4 |
| 2008-02-25 |
747 |
246 |
27.1 |
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76.8 |
10 |
3.1 |
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93.1 |
17 |
3.6 |
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| 2008-02-28 |
767 |
208 |
28.5 |
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|
101 |
33 |
2.8 |
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|
67 |
12 |
0.4 |
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| 2008-03-06 |
1260 |
666 |
28.6 |
2 |
|
134 |
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4.6 |
10.2 |
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88.5 |
10 |
0.4 |
15.8 |
| 2008-03-10 |
822 |
321 |
26.3 |
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|
129 |
112 |
7.4 |
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77.9 |
13 |
1.4 |
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| 2008-03-19 |
522 |
112 |
37.1 |
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|
56 |
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2.5 |
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57 |
13 |
0.9 |
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| 2008-03-27 |
568 |
127 |
27.9 |
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99 |
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1.5 |
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84 |
23 |
1.1 |
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| 2008-04-03 |
828 |
193 |
26.1 |
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53.4 |
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1.35 |
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50 |
19 |
0.33 |
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| 2008-04-19 |
560 |
118 |
15.6 |
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62.5 |
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1.9 |
9 |
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52.5 |
18 |
0.05 |
9.9 |
| 2008-04-28 |
518 |
113 |
35.8 |
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53 |
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2.7 |
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55.7 |
10 |
0.35 |
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Conclusion
Prior to Bio-Augmentation installation, the works was at risk and had to be manned on a regular basis to ensure the works did not fail consent, this considerably added to the running costs of the works. Also the works had to be frequently cleaned to remove the accumulated fish oils again with considerable operational costs.
Within one month of Bio-Augmentation installation the works had dramatically improved, both visually from the state of the filter pump sump and analytically. Laboratory data showed that the plastic filter was working well treating the whole works load including the fish oils. The works was also fully nitrifying.
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