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Deammonification and Humboldt

Deammonification and Humboldt. Treatment Process. Sidestreams. Sidestream Characteristics. Concentrated Nutrient Loads constituting 15-25% of TN. Ammonia: 500-1500mg/L 2. Low Alkalinity: Typically contains 50% alkalinity needed for nitrification of ammonia 3. Relatively low BOD/COD

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Deammonification and Humboldt

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  1. Deammonification and Humboldt

  2. Treatment Process

  3. Sidestreams

  4. Sidestream Characteristics • Concentrated Nutrient Loads constituting 15-25% of TN. Ammonia: 500-1500mg/L 2. Low Alkalinity: Typically contains 50% alkalinity needed for nitrification of ammonia 3. Relatively low BOD/COD 4. Small Flows – often intermittent and resulting in high peak load to the mainstream process. 5. Can change characteristics of influent impacting sensitive biological processes and varying demand for chemical dose.

  5. Why consider sidestream treatment? • A plant can often reuse existing infrastructure to reduce project costs. • Treatment is usually economical when sidestreams contribute greater than 15% of TN load.

  6. Treatment Alternatives Available

  7. Deammonification Benefits of Deammonification vs Conventional Nitrification/Denitrification • Aeration energy savings from 55-60% • 100% Savings BOD/COD. i.e. No carbon needed for nitrogen removal • Net consumer of CO2vs release of CO2 with conventional • Alkalinity demand reduced by 45% (no additional alkalinity required) • Reduction in solids production

  8. Deammonification-unusual metabolism

  9. What is Deammonification • Conventional Nitrification/Denitrification NH4-N is oxidized under aerobic conditions to NO2-N or NO3-N by autotrophic bacteria, and then the NO2-N or NO3-N is reduced to N2 under anoxic conditions, with the consumption of organic substances by heterotrophic bacteria.

  10. Deammonification

  11. Deammonification

  12. Deammonification

  13. Deammonification

  14. Anammox granules

  15. Anammox granules vsbiofilm

  16. Deammonification Technologies

  17. ANNAMOXTMvs Conventional

  18. Deammonification Characteristics Slow growth rate: Double every 10-11 days

  19. Deammonification Characteristics Requirements to favor growth of deammonifiers: • Maintain long SRT. Retain the right bacteria (selective wasting) • Temperature control • pH control • DO Control • Free ammonia control • Limit available carbon (BOD)

  20. Process Configurations DEMON (World Water Works) Sequencing Batch Reactor: - Acronym for DEamMONification -Includes a hydrocyclone to separate granualanammox bacteria from the floc-forming AOBs and NOBs The heavier anammox are returned to the reactor, the flocs are separated and wasted. This allows the system to control the accumulation of NOBs and stabilize performance.

  21. Anammox Floc Granules

  22. DEMON

  23. DEMON

  24. Hydrocyclone

  25. Moving Bed BioFilm Reactors (MBBR) Biofilm grown on media.

  26. Moving Bed Biofilm Media AOB and anammox bacteria are established within the biofilm. The biofilm tends to locate in protected regions of the support media.

  27. Moving Bed Biofilm Reactors Media in Reactor

  28. AnitaMox A single stage deammonification MBBR by Veolia. Media with protected surface area for biofilm growth of 1,200 m2/m3 Volumetric ammonium-N removal rate of up to 1.2kg-N/m3.day with a 40% media fill and temperature range of 27-300C

  29. Summary • Deammonification has been found to be: • Technically and economically feasible • Several technology options have been tested and commercialized • More than 50 Full size deammonification units have been constructed since first full scale in 2001.

  30. Deammonification and Humboldt Candidates: Cities of Fortuna, Eureka, Arcata. Compelling Factors: Regulatory: Fortuna: Surface Discharge facing stringent nutrient removal Eureka, Arcata: Ocean and Bay discharge. No current nutrient regulations. Future regulation? Example JWPCB of the LACSD Cost: Evaluation of cost/benefits of collaboration?

  31. JWPCP Joint Water Pollution Control Plant One of the largest wwtp in the world Permitted capacity 400 mgd Population served approx 3.5 mm Discharge outfalls 1.5 miles off Palos Verdes peninsula to depth of 200ft.

  32. Aeration Basin

  33. Decant

  34. Gravity Belt Thickener

  35. Anaerobic Digester

  36. Digester Mixing Pumps

  37. Heat Exhanger

  38. Belt Filter Press

  39. Dewatered BFP Sludge

  40. Sidestream Basin

  41. Anammox – Bench Scale

  42. Anammox –Bench Scale

  43. Anammox-Bench Scale

  44. Thank You

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