1 / 27

Increasing Energy Efficiency at the Allegan WWTP

Increasing Energy Efficiency at the Allegan WWTP. MWEA/AWWA Joint Annual Conference August 19, 2010. Project Background. Current treatment plant built in the early 70’s Headworks, manual 1 ½” bar screen, grit removal system has not been operation for 25 years.

Rita
Download Presentation

Increasing Energy Efficiency at the Allegan WWTP

An Image/Link below is provided (as is) to download presentation Download Policy: Content on the Website is provided to you AS IS for your information and personal use and may not be sold / licensed / shared on other websites without getting consent from its author. Content is provided to you AS IS for your information and personal use only. Download presentation by click this link. While downloading, if for some reason you are not able to download a presentation, the publisher may have deleted the file from their server. During download, if you can't get a presentation, the file might be deleted by the publisher.

E N D

Presentation Transcript

  1. Increasing Energy Efficiency at the Allegan WWTP MWEA/AWWA Joint Annual Conference August 19, 2010

  2. Project Background • Current treatment plant built in the early 70’s • Headworks, manual 1 ½” bar screen, grit removal system has not been operation for 25 years. • Freezing at headworks during winter months.

  3. Project Background • Aeration basin 2 inoperable due to failed air header, failing air header and extensive weed growth the in grit and sludge in basin. • Fine bubble diffuser in aeration basins and underground sludge storage tank added in 1992 • Aeration basin 3 and clarifier added in 1995 for addition BOD capacity.

  4. Project Background • (3) 150Hp Hoffman blowers for 3 aeration basins. • No auto controls on blowers to track D.O. • Blowers and motors were in needed new bearings. • Aeration basin 3 utilized existing blower designed for basin 1/3 its size. • (2) 75hp centrifugal blowers were used on the aerobic digester, no timer or automated controls.

  5. Project Background • Centrifugal wasting pumps held together with wooden wedges, pumped 50gpm above rated capacity. • Centrifugal sludge transfer pumps were unable to move thickened sludge over 3% solids. • Significant Industrial flow from Perrigo Corporation with no pretreatment other than pH adjustment.

  6. Project Goals/Constraints • Rehabilitate/replace existing process equipment • Modify/improve activated sludge process to improve performance, increase efficiency and add organic treatment capacity for Perrigo • Accomplish improvements on existing site which is surrounded by floodplain, old municipal dump and Rockwell Superfund site (utilize existing tankage or build structures primarily above grade).

  7. Aeration Energy Efficiencies • Diffusers • Replaced fine bubble diffusers with new, more efficient diffusers in aeration basins 1 and 2.

  8. Aeration Energy Efficiencies • Energy Savings from Diffuser Replacement

  9. Aeration Energy Efficiencies • Energy Savings from Diffuser Replacement

  10. Aeration Energy Efficiencies • Energy Savings from Diffuser Replacement

  11. Aeration Energy Efficiencies • Sensors • Dissolved oxygen sensors were installed at the end of aeration tanks 1 and 2 to provide automatic feedback/control of blower inlet valves based on operator set D.O. control point.

  12. Design Point: 114 HP Operating Point: 70 HP Aeration Energy Efficiencies • Energy Savings from Automatic Blower Control • Savings of just over $5,000/yr for every 10 HP reduced

  13. Aeration Energy Efficiencies 3. Biological Nitrogen Removal • If nitrification is occurring in the aeration basins, nitrates (NO3) can be returned to the anoxic zone (no or low dissolved oxygen). • Bugs utilize oxygen in nitrates. • Nitrogen (N2) is released as a gas and oxygen needs are reduced in aeration basin.

  14. Aeration Energy Efficiencies • Basin configuration made returning nitrates very simple, and anoxic zone was already in place due to new divider wall. • External carbon source is sometimes required (in addition to raw sewage) for de-nitrification reaction to be optimal.

  15. Aeration Energy Efficiencies • We may not optimize this process, just get some added benefit at a low up-front cost. • After system is more fully loaded will test BNR process to determine if further optimization is desired.

  16. Septage/Treatment Energy Efficiency • Mix septage in aerated tank with waste-activated sludge. • Pump contents to sludge storage tank. • Decant from sludge tank back to liquid end of plant is treated in liquid process. • Load to the aeration system is reduced due to less flow and lower organic loading.

  17. Septage/Treatment Energy Efficiency • Energy Savings from Septage Treatment System • Sludge Decant: 140 mg/l CBOD • Septage: 4,550 mg/l CBOD • Estimated Annual Septage: 3,000,000 gallons

  18. Miscellaneous Efficiencies • Biological phosphorus removal system results in less sludge produced (less chemical deliveries). • Automatic flow control system for high flows routes flows to either the EQ tank or aeration tank 3 (standby tank) to maintain treatment efficiency of main treatment tanks.

  19. Miscellaneous Efficiencies • New Headworks • ¼” automatic fine screen • Self-cleaning wet well • High efficiency grit removal

  20. Miscellaneous Efficiencies • New clarifiers with energy dissipating influent well and stamford baffles • New RAS pumps with VFDs

  21. Miscellaneous Efficiencies • Replaced gaseous chlorine disinfection system with Ultraviolet Disinfection (no more chlorine gas or sodium bisulfite deliveries).

  22. Building Systems Efficiencies • New natural gas fed Pulse Boiler • Indoor lighting • Replaced all fluorescent bulbs (T12 to T8) • Occupancy sensors installed in new areas of building • Option to control multiple bulbs in each fixture • Outdoor lighting • Replace mercury vapor lights with 2 stage induction lighting with motion detector (10 pole mounted fixtures)

  23. Treatment Results • Average effluent results: • CBOD: 8 mg/l • SS: 17 mg/l • T. Phos. .6 mg/l • Septage receiving: • 250,000 gallons per month • CBOD: 4,500 mg/l • SS: 20,000 mg/l • Decant from aerated sludge storage: • CBOD: 140 mg/l • SS: 218 mg/l

  24. Operational Efficiencies • New SCADA system provides full automation of plant • Automatic sludge wasting • Automatic sludge pumping • PD Sludge Blower control • UV control pacing • Automated headworks (fine screen control, grit collection, raw sewage pumps) • Personnel requirements • More duties (e.g. septage operation), less personnel • 1990’s: total of 5 staff • Present: total of 3 (possibly 4) staff

  25. Original POTW Found • The wastewater plant that was built in the 1930’s was located during construction. • It was supposed to have been removed and filled.

  26. Increasing Energy Efficiency at the Allegan WWTP MWEA/AWWA Joint Annual Conference August 19, 2010

More Related