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Opportunities for improved nutrient removal and recovery from municipal wastewater Nutrient removal practice and developing trends Damian J. Kruk, Tanner R. Devlin, Jan A. Oleszkiewicz Webinar, October 22 nd ; 2015 Biological N removal 1.


  1. Opportunities for improved nutrient removal and recovery from municipal wastewater Nutrient removal practice and developing trends Damian J. Kruk, Tanner R. Devlin, Jan A. Oleszkiewicz Webinar, October 22 nd ; 2015

  2. Biological N removal 1. Modified Ludzcak-Ettinger (MLE) • TN removal • Defined Aerobic and Anoxic zones IR SC Effluent Anx Aer Influent RAS Nutrie nt Re mo va l Oc to b e r 22 nd , 2015 2 a nd Re c o ve ry We b ina r

  3. Biological N removal 2. CAS Extended aeration • E.g. oxidation ditch • Only nitrification • SRT > 10d Aerator Effluent SC RAS Influent Sludge Nutrie nt Re mo va l Oc to b e r 22 nd , 2015 3 a nd Re c o ve ry We b ina r

  4. Biological N removal 3. Carousel oxidation ditch • Both processes occur in the same tank Simultaneous Nite/Denite • Extended SRT required Aerator Anoxic Effluent SC Aerobic RAS Influent Sludge Nutrie nt Re mo va l Oc to b e r 22 nd , 2015 4 a nd Re c o ve ry We b ina r

  5. Biological P removal EBPR: PAO metabolism Anaerobic Aerobic Effluent PE Nutrie nt Re mo va l Oc to b e r 22 nd , 2015 5 a nd Re c o ve ry We b ina r

  6. Biological P removal EBPR: PAO metabolism Anaerobic Aerobic Effluent PE PO 4 -P Nutrie nt Re mo va l Oc to b e r 22 nd , 2015 6 a nd Re c o ve ry We b ina r

  7. Biological P removal EBPR: PAO metabolism Anaerobic Aerobic Effluent PE PO 4 -P P removed in WAS Nutrie nt Re mo va l Oc to b e r 22 nd , 2015 7 a nd Re c o ve ry We b ina r

  8. Biological P removal EBPR: PAO metabolism EBPR needs VFA! Anaerobic Aerobic Effluent PE PO 4 -P P removed in WAS Nutrie nt Re mo va l Oc to b e r 22 nd , 2015 8 a nd Re c o ve ry We b ina r

  9. BNR with EBPR Simultaneous N and P removal Influent Effluent Ax Aer S.C. NOx recycle RAS WAS Nutrie nt Re mo va l Oc to b e r 22 nd , 2015 9 a nd Re c o ve ry We b ina r

  10. BNR with EBPR • Reduce ORP in Anaerobic zone Influent Effluent Ana Ax Aer S.C. NOx recycle RAS NO x !!! WAS (containing P) Nutrie nt Re mo va l Oc to b e r 22 nd , 2015 10 a nd Re c o ve ry We b ina r

  11. BNR with EBPR • Reduce ORP in Anaerobic zone Influent Effluent A Ana Ax Aer S.C. x NOx recycle RAS WAS (containing P) Nutrie nt Re mo va l Oc to b e r 22 nd , 2015 11 a nd Re c o ve ry We b ina r

  12. BNR with EBPR • Reduce ORP in VFA Anaerobic zone Fermenter • Provide sufficient Influent VFA Effluent A Ana Ax Aer S.C. x NOx recycle RAS WAS (containing P) Nutrie nt Re mo va l Oc to b e r 22 nd , 2015 12 a nd Re c o ve ry We b ina r

  13. Chem. P removal: Coagulation • Al and Fe salts: Al 3+ ; Fe 3+ • Small footprint • Easy to retrofit Nutrie nt Re mo va l Oc to b e r 22 nd , 2015 13 a nd Re c o ve ry We b ina r

  14. Chem. P removal: Coagulation • Al and Fe salts: Al 3+ ; Fe 3+ • Small footprint • Easy to retrofit … but: • Higher sludge production • High chemical costs • Prevents recovery from liquid phase Nutrie nt Re mo va l Oc to b e r 22 nd , 2015 14 a nd Re c o ve ry We b ina r

  15. Ferric dose for P precipitation Data Dr S Hermanowicz, UC Berkeley 100 10 Fe:P (mol:mol) 1 0.1 0.01 0.1 1 10 Effluent P (mg/L) Nutrie nt Re mo va l Oc to b e r 22 nd , 2015 15 a nd Re c o ve ry We b ina r

  16. Ferric dose for P precipitation Data Dr S Hermanowicz, UC Berkeley 100 Target P < 0.1 mg/L ↓ Ferric dose skyrockets 10 Fe:P (mol:mol) 1 0.1 0.01 0.1 1 10 Effluent P (mg/L) Nutrie nt Re mo va l Oc to b e r 22 nd , 2015 16 a nd Re c o ve ry We b ina r

  17. EBPR vs + Chem. P Data Dr S Hermanowicz, UC Berkeley 100 Chem. P EBPR 10 Fe:P (mol:mol) 1 0.1 0.01 0.1 1 10 Effluent P (mg/L) Nutrie nt Re mo va l Oc to b e r 22 nd , 2015 19 a nd Re c o ve ry We b ina r

  18. EBPR vs + Chem. P Data Dr S Hermanowicz, UC Berkeley 100 Chem. P EBPR 10 Fe:P (mol:mol) 1 EBPR to the limit of carbon + Chem. P for the reminder 0.1 0.01 0.1 1 10 Effluent P (mg/L) Nutrie nt Re mo va l Oc to b e r 22 nd , 2015 20 a nd Re c o ve ry We b ina r

  19. Key issues of nutrient removal 1. Oxygen demand • DN is advantageous o Reduction of oxygen demand 1 kg NO 3 -N removed = 2.9 kg O 2 saved o Recovers Alkalinity Nutrie nt Re mo va l Oc to b e r 22 nd , 2015 21 a nd Re c o ve ry We b ina r

  20. Key issues of nutrient removal 1. Oxygen demand • DN is advantageous o Reduction of oxygen demand 1 kg NO 3 -N removed = 2.9 kg O 2 saved o Recovers Alkalinity • Sidestream PN/Anammox Nutrie nt Re mo va l Oc to b e r 22 nd , 2015 22 a nd Re c o ve ry We b ina r

  21. Biological N removal Nitrification Denitrification - NO 3 Autotrophic Heterotrophic 40% 25% O 2 carbon 4.5 kg O 2 /kg 2.9 kg COD/kg - - NO 2 NO 2 60% 75% O 2 carbon + NH 4 N 2 Nutrie nt Re mo va l Oc to b e r 22 nd , 2015 23 a nd Re c o ve ry We b ina r

  22. PN/Anammox - NO 3 40% 25% O 2 carbon - - ~60% NO 2 NO 2 60% 45% O 2 carbon AOB AMX + NH 4 - N 2 and ~10% NO 3 Nutrie nt Re mo va l Oc to b e r 22 nd , 2015 24 a nd Re c o ve ry We b ina r

  23. PN/Anammox - NO 3 40% 25% O 2 carbon Savings: • 55% O 2 demand - - ~60% NO 2 NO 2 • 90% carbon demand 60% 45% O 2 carbon AOB AMX + NH 4 - N 2 and ~10% NO 3 Nutrie nt Re mo va l Oc to b e r 22 nd , 2015 25 a nd Re c o ve ry We b ina r

  24. Key issues of nutrient removal 2. Carbon demand • Approx. requirements In Out o 6 g bCOD/g N mg N /L 35 5 mg P /L o 20 g bCOD/g P 5.5 0.5 Need: 280 mg bCOD/L Missing: Have: 33 mg bCOD/L 380*0.65 = 247 mg bCOD/L Nutrie nt Re mo va l Oc to b e r 22 nd , 2015 26 a nd Re c o ve ry We b ina r

  25. Key issues of nutrient removal 2. Carbon demand Possible improvements: • Fermentation of PS + 34 mg bCOD/L (VFA) • Sidestream PN/Anammox + 47 mg bCOD/L • Sidestreeam P recovery + 80 mg bCOD/L • Simultaneous Nite/Dinite • Supplemental COD • Chem. P removal Nutrie nt Re mo va l Oc to b e r 22 nd , 2015 27 a nd Re c o ve ry We b ina r

  26. Key issues of nutrient removal 2. Carbon demand Possible improvements: • Fermentation of PS + 34 mg bCOD/L (VFA) • Sidestream PN/Anammox + 47 mg bCOD/L • Sidestreeam P recovery + 80 mg bCOD/L • Simultaneous Nite/Dinite In many cases • Supplemental COD fermentation is enough • Chem. P removal Nutrie nt Re mo va l Oc to b e r 22 nd , 2015 28 a nd Re c o ve ry We b ina r

  27. Key issues of nutrient removal 3. Limit of technology TP TAN TN Process mg P/L mg N/L mg N/L 5 <3 25 CAS EA <0.3 <1 <7 CAS EA with SND + Chem. P <0.3 <1 <7 BNR with adequate VFA <0.1 <1 <7 BNR with adequate VFA + Filtration <0.1 <1 <7 CAS EA with SND+ ballasted flocculation 0.01 <1 <3 BNR + post DN + post-precipitation + UF Nutrie nt Re mo va l Oc to b e r 22 nd , 2015 29 a nd Re c o ve ry We b ina r

  28. Key issues of nutrient removal 3. Limit of technology TP TAN TN Process mg P/L mg N/L mg N/L 5 <3 25 CAS EA <0.3 <1 <7 CAS EA with SND + Chem. P <0.3 <1 <7 BNR with adequate VFA <0.1 <1 <7 BNR with adequate VFA + Filtration <0.1 <1 <7 CAS EA with SND+ ballasted flocculation 0.01 <1 <3 BNR + post DN + post-precipitation + UF Nutrie nt Re mo va l Oc to b e r 22 nd , 2015 30 a nd Re c o ve ry We b ina r

  29. Key issues of nutrient removal 3. Limit of technology TP TAN TN Process mg P/L mg N/L mg N/L 5 <3 25 CAS EA <0.3 <1 <7 CAS EA with SND + Chem. P <0.3 <1 <7 BNR with adequate VFA <0.1 <1 <7 BNR with adequate VFA + Filtration <0.1 <1 <7 CAS EA with SND+ ballasted flocculation 0.01 <1 <3 BNR + post DN + post-precipitation + UF Nutrie nt Re mo va l Oc to b e r 22 nd , 2015 31 a nd Re c o ve ry We b ina r

  30. Key issues of nutrient removal 3. Limit of technology rDON is the TP TAN TN Process absolute TN limit mg P/L mg N/L mg N/L (1 to 2 mg/L) 5 <3 25 CAS EA <0.3 <1 <7 CAS EA with SND + Chem. P <0.3 <1 <7 BNR with adequate VFA <0.1 <1 <7 BNR with adequate VFA + Filtration <0.1 <1 <7 CAS EA with SND+ ballasted flocculation 0.01 <1 <3 BNR + post DN + post-precipitation + UF Nutrie nt Re mo va l Oc to b e r 22 nd , 2015 32 a nd Re c o ve ry We b ina r

  31. High costs of low limits Total present worth for a 38 MLD WWTP TN 2 350 TP <0.02 300 Million $ TN 3 TN 4-8 250 TP<0.1 TP 0.1-03 TN 8 200 TP 1 No N, P 150 100 50 The last 1.1 t P/a The first 70 t P/a 0 costs US $100 M costs US $40 M 1 2 3 4 5 from JB Neethling, HDR, 16 May, 2012, WERF CBP STAC Workshop Oc to b e r 22 nd , 2015 33

  32. Opportunities for improved nutrient removal and recovery from municipal wastewater Thank you

  33. Opportunities for improved nutrient removal and recovery from municipal wastewater Nutrient Recovery and Reuse: Practice and Developing Trends Tanner R. Devlin, Damian J. Kruk, Jan A. Oleszkiewicz Webinar, October 22 nd , 2015

  34. Recovery and reuse practice Should we recover or reuse nutrients? If 1. Recognized ROI ; or 2. Mandated Then yes! Fluctuating market: • Phosphorus = $0.75/kg P • Ammonium = $0.20/kg N • Dried biosolids = $0.15/kg DS 22/ 10/ 2015 2

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