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Altoona Westerly WWTP Nutrient Removal

Altoona City Authority, Blair County
COMPLETED: May 2012

Permitted Design Flow: 10.8 MGD. Maximum Flow: 60 MGD
Design Effluent Concentrations: 5.0 mg/L TN, 0.67 mg/L TP.

Reactors 1 &2
Reactors 1 &2

Bassett Engineering partnered with Gwin, Dobson & Foreman to upgrade the Westerly Wastewater Treatment Plant to provide Biological Nutrient Removal.  Effluent TN was 98,500 lbs. and TP was 12,700 lbs. below the 2012 Cap Loading limit.

Step-Feed
Influent Screens

Bassett Engineering evaluated, modeled and designed the process. The Hybrid Bardenpho with Step Feed Process was constructed with the flexibility  to operate a variety of processes including the  Modified Ludzack-Ettinger, Virginia Initiative Plant, Johannesburg, and A2O. Step Feed diverts peak flows to the last aerated zone for contact stabilization. BioWin process modeling used seven years of actual flow and loading data. Bucknell University followed the WERF Research Manual’s High F:M Test Protocol  to develop site-specific kinetic parameters.

Reactors
Reactor 3

Two aeration tanks and  one equalization tank were converted to four biological reactors by adding baffle walls, anaerobic and anoxic zones, submersible mixers and control instruments. Nitrate and mixed liquor internal recycle pumps were set in an existing pipe gallery in between the reactors.  High-speed Turbine aeration blowers were provided.  Carbon can be fed to enhance denitrification and caustic soda can be fed to raise pH but neither has been needed to date, confirming modeling results.

Clarifier B
Clarifier B

Three existing secondary clarifiers and one new were optimized to remove nutrients. Clarification can be chemically enhanced using polymer and alum to prevent solids washouts during peak flows .  Neither has been needed to date.

UV Disinfection
UV Disinfection

The NRT Upgrade includes a fully automated computer process control system that allows either flow-paced or instrument-based process control of D.O., pH, ORP, ammonia, and Nitrate; plus Mixed Liquor, Nitrate, and RAS pumping. Project included new screening, grit removal, sludge centrifuge, scum pumping, UV disinfection.  Aerobic digestion was upgraded to optimize nutrient removal.

First phase was started up on September 7, 2011, during Tropical Storm Lee.  The plant successfully passed over 50 MGD without solids washout.

Winner of the 2013 American Academy of Engineering and Sciences Superior Award (the highest award given). This project continues to receive awards and accolades. The project received the 2014 Award of Merit from the American Society of Civil Engineers (Pittsburgh Section), 2014 Engineering News-Record—Mid-Atlantic Region Award of Merit (Water/Wastewater), Altoona-Blair Co. Chamber of Commerce 2013 Technology Award and a 2014 Diamond Certificate (Wastewater) from the American Council of Engineering Companies/PA.

Overview Westerly

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1440 Broad Street
Montoursville, PA 17754

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