| Energy Strategies Corporation
4324 West Bradley Road Milwaukee, WI 53223-3710 Telephone: (414) 354-9902
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water and wastewater treatment plants. |
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Sole North American distributor for
Aeration Control Systems
Grafton WWTP Pioneers New Control System The Grafton, Wisconsin WWTP is a conventional
diffused aeration activated sludge wastewater treatment plant. The facility
has an average flow rate of 1.1 mgd. A significant portion of the total
influent BOD is the result of septage hauling, which creates high slug
loads on the aeration system. The treatment processes include primary clarification,
BOD removal in two stage aeration basins with fine pore diffusers, and
secondary clarifiers. Inlet throttled multistage centrifugal blowers provide
air for the aeration basins and post-aeration basins.
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Because of Grafton’s successful operating history with the ESCOR DO control system, the Grafton WWTP agreed to assist in field testing a radically new aeration control system being offered by ESCOR. This new (patent applied for) control system, manufactured under license from Advanced Aeration Control, LLC (A2C), abandons conventional feedback control strategies and replaces them with measurement of actual process loads and diffuser performance. This information is used to provide feedforward control of the aeration process. The A2C system was designed by an international team of process and control system experts. The heart of the system is real-time offgas analysis of the aeration basins. This technique uses a hood at the influent end of the aeration basin to capture the air escaping from the mixed liquor. The composition of this offgas is analyzed to determine the amount of oxygen absorbed by the mixed liquor. The system calculates the Oxygen Uptake Rate (OUR) and Actual Oxygen Transfer Rate (AOTR) of the aeration system using techniques established by ASCE standards for offgas testing of diffuser efficiency. The calculations establish the current system oxygen requirements and transfer capability. Maintaining effluent DO in the aeration basins is an accepted technique for verifying that air flow rates are meeting process requirements. The A2C system employs a second DO transmitter located near the effluent end of the basin for this purpose. This second DO probe is also used to establish non-steady-state oxygen demand of the mixed liquor. Once the oxygen demand is known, the actual diffuser configuration and performance characteristics are used to establish the air flow rate required to maintain the set DO level and meet process requirements. Any increase or decrease in the necessary air flow rate is integrated with blower control to provide the correct total air flow rate. The result of the feedforward control algorithm is incredibly precise and stable control of the aeration system. Conventional feedback control essentially reacts to errors that have already occurred. Tuning of the feedback control loops is critical. Re-tuning is necessary as wastewater and diffuser characteristics change. In contrast, the A2C controls uses real time OUR of the process and the efficiency of the oxygen transfer system to determine required air flow rates. The chart of a typical six day period illustrates the accuracy of the system. The six day average effluent DO is identical with the DO setpoint of 1.75 ppm, with a standard deviation of only 0.12 ppm. Over 90% of the DO measurements (at a sampling rate of once per minute) were within ±0.15 ppm of setpoint over the entire six day period.
The A2C system meets the needs of real world operation. Low maintenance
was a design priority. Unlike conventional respirometry systems, there
are no sample pumps to plug or expensive chemicals to replenish. Tuning
is virtually eliminated. Once the basic system geometry and standard diffuser
performance characteristics are entered, the control logic does its job
24/7 without operator intervention. Trouble free operation through the
rigors of a Wisconsin winter demonstrated the robustness of the system.
Based on this field experience minor maintenance on a semi-annual basis
is sufficient to sustain performance.
Response of the A2C feedforward system to slug loads is superior to
any feedback system. This is demonstrated by the nearly constant DO level
despite the slug loading from septage hauling. Recovery of the A2C system
from power outages was twice as fast as feedback systems, and DO overshoot
was eliminated.
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