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Case Study 6-UNIVERSITY SHORES-Orlando, Florida
Wastewater Treatment

Background Data:
Case Study: Wastewater Treatment
Location: University Shores Wastewater Treatment Facility Orlando, Florida
The University Shores Wastewater Treatment Facility, with a design flow of 2 MGD, treats an average of 1.2 MGD of both industrial and domestic wastewater. Infiltration is a major concern to City personnel. Flow amounts increase by over 10% during rainy periods.
This aerobic wastewater treatment facility has been generating an average of 66.185 tons per month of sludge. The abnormally high quantity of sludge generated can be attributed to the facility' s groundwater infiltration problem.
Sludge disposal costs for the University Shores Wastewater Treatment Facility were above $100,000.00 per year. This figure does not take man hours, sludge press maintenance, or polymer usage into account. According to Bill Pyle, Wastewater Superintendent, the true sludge disposal costs may be over $250,000.00 per year.
Scope:
It was determined that the use of PX- 700TM could reduce the quantity of sludge generated at the University Shores Wastewater Treatment Facility, thus reducing overall sludge disposal costs.
PX- 700TM, a microbial bio-catalyst, was to be used as an additive at the University Shores Wastewater Treatment Facility. The anticipated result from the use of PX-700TM was an overall reduction of sludge generated by the University Shores Wastewater Treatment Facility; thereby reducing costs associated with sludge disposal.
Facility personnel were to gather pertinent data to analytically determine the effectiveness of PX- 700TM. Records were maintained for Mixed Liquor Suspended Solids (MLSS), Mixed Liquor Volatile Suspended Solids (MLVSS), Waste Activated Sludge (WAS), Fecal Coliform, Tons of Sludge Generated, Man Hours to Press and Dispose of Sludge, Amount ofPolymer Used, Sludge Transport and Disposal Charges.
Treatment Procedures:
On April 8, 1998, PX-700TM was introduced into the aerobic digester at the University Shores Wastewater Treatment Facility.
Since the only objective was to eliminate the amount of sludge generated, and thereby reduce the cost associated with sludge disposal, the digester was chosen as the injection point
39.6 ounces were injected on a flow proportional bases into the digester during each 24 hour period, this converts into 0.25 mg/1.
The dosage amount and location have been slightly modified by facility personnel on several occasIons.
Results:
The Operators Log at the University Shores Wastewater Treatment Facility noted a drastic change in both the facility settling time and turbidity during the first 24 hours of use. Due to the quicker settling time and clearer water, it was determined by facility personnel to reduce the amount of polymer introduced into the treatment works.
Facility records indicate that 30.00 tons of sludge was generated and disposed of during the first month ofuse. This compares to 66.185 tons of sludge generated previously during the same flow, weather, and operational conditions. This decrease in the amount of sludge generated represents a reduction of over 54%.
Facility records also indicate that during the first 30 days ofuse, the amount of polymer used as a part of the treatment process declined as well as the man hours associated with the proper handling, transport, and disposal of the generated sludge.
It quickly became apparent to all involved that the use of PX-700TM significantly reduced the amount of sludge generated by the University Shores Wastewater Treatment Facility.
Facility personnel decided to permanently keep PX-700TM on line.
Since that time, Bill Pyle, Wastewater Superintendent has indicated that the total cost for sludge disposal at the University Shores Wastewater Treatment Facility is down 60%.
The University Shores Wastewater Treatment Facility has continued to purchase and use PX- 700TM through the date of this writing.
Total Cost of Sludge Transport and Disposal
Prior to Use of PX-700   $135,000.00 Annually
With Use of PX-700   $54,000.00 Annually
This amounts to a 60% reduction in the total annual cost of transport and disposal of sludge.
 

$175,000.00

$135,000.00
$54,000.00

Prior to Use of PX- 700

With Use of PX- 700

$150,000.00

 

$125,000.00

 

$100,000.00

 

$75,000.00

 

$50,000.00

 

$25,000.00


Total Cost of Sludge Generated
Prior to Use of PX-700   66.185 Tons Montly
With Use of PX-700   30 Tons Montly
This amounts to a 54% reduction in the total amount of sludge generated
 

70 Tons

66.185 Tons
30.0 Tons

Prior to Use of PX- 700

With Use of PX- 700

60 Tons

 

50 Tons

 

40 Tons

 

30 Tons

 

20 Tons

 

10 Tons


 

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