Accell® Use in Aerobic Digesters

Add Throughput Capacity with Virtually Zero Capital Investment and
Reduce Operating Costs at the Same Time

Treating aerobic digesters with Accell®:

  • Reduces operating costs
  • Reduces energy use and costs
  • Increases the effective plant capacity
  • Reduces sludge volume
  • Improves sludge dewaterability


A Case Study

A Wastewater Treatment Plant (WWTP) has an average influent flow of 1,200,000 gallons per day. In March 2003 Advanced BioCatalytics Corporation began treating the aerobic digester with the company’s proprietary wastewater remediation product Accell®. The main objective of this trial was to investigate, if the addition of Accell® would lead to an increased %VS reduction (determined according to the WWTP‘s standard formula), thus increasing the sludge reduction capacity of the plant. According to the plant personnel, the typical operational process should achieve a 38% VS reduction at its minimum, with a desired range between 50-60%. Hence, a %VS reduction of 50% or more following the addition of Accell® would be considered a successful outcome of this field trial.


PROCEDURE

Accell® was added through a peristaltic pump onto the top of the Waste Activated Sludge (WAS) inside the aerobic digester. The dose was 0.75 ppm Accell® for each 1 MGD of plant influent. Duration of the study was 18 months. This extended time frame resulted in sufficient data points, to yield a statistically correct analysis despite the daily and seasonal fluctuation of the plant operation.


RESULTS

Table 1 summarizes the results of this study. During the 3 baseline years (2000, 2001, 2002) prior to the addition of Accell®, the plant operated at an average of 41.8 % VS reduction, which is barely 4% above its required minimum. However, during the 18 months of Accell® treatment the plant increased its average %VS reduction capacity by more than 9% to 50.9%. That translates to approximately 22% less sludge to be processed by the plant. This is particularly interesting, because the amount of sludge entering the process increased from an average of 427,045 lb in the years 2000-2002, to 579,758 lb in 2003 and 383,989 lb in the first 6 months of 2004 (Table 2). In other words, despite an approximate 35% increase of the incoming sludge load, the plant operated for the first time within the range of its performance optimum due to the use of Accell®.

Table 1: VS Reduction WWTP, CA

Before Accell®
VS reduction (%)
Accell®
VS reduction (%)
Year 1
Year 2
Year 3
Year 4
6 mos Year 5
41.5
42.8
41.0
49.1
52.7
 Average:                       41.8
50.9


Table 2: Incoming WAS WWTP, CA

Before Accell®
WAS (lb)
Accell®
WAS (lb)
Year 1
Year 2
Year 3
Year 4
6 mos Year 5
447,826
421,932
411,377
579,758
383,989


CONCLUSION

The addition of the biostimulant Accell® at a dose of ~0.75 ppm led to an increased reduction of %VS allowing the WWTP to operate within its range of optimum performance of 50-60% VS reduction. Comparative historical data from 3 years of operation without Accell® show clearly that the plant averaged a 41.8% VS reduction, which is very close to its performance rated minimum of 38%.

Furthermore, the treatment of the aerobic digester with Accell® led to a series of benefits, such as a reduction of malodor, an apparent decrease of FOG and improved drainage from the drying beds. An additional load was placed on the digester when grease, collected from grease pits, was transferred directly to the aerobic digester for removal. No negative effects were observed, either in the digester operation or on the drainage in the drying beds, clearly indicating an increased process capacity of the digester with the use of Accell®.


For additional technical information or a specific proposal contact us at: info@abiocat.com


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