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1. Treating Wet Weather Flows in a Membrane Bioreactor Shane Trussell, Ph.D., P.E.
2. Outline Introduction
Review of Important Wet Weather MBR Data
Possible Explanations
What Do We Know Today
Conclusions
3. Outline Introduction
Review of Important Wet Weather MBR Data
Possible Explanations
What Do We Know Today
Conclusions
4. Introduction An MBR is not a membrane process
An MBR is a biological process that uses membranes for solids-liquid separation
5. Principle Advantages of MBR Process High quality effluent
Compact Footprint
High MLSS concentrations
6. Principle Disadvantage of MBR Process Ability to maintain hydraulic capacity
All treated wastewater exiting an MBR process must pass through the membrane
7. Outline Introduction
Review of Important Wet Weather MBR Data
Possible Explanations
What Do We Know Today
Conclusions
9. Two Pilot Studies on Large Combined Sewer Systems SEATTLE WPTP
Kubota ES-75s - 1 deck
Flat plate
MF - 0.4 ?m
9 min cycle - 1 min relax
Flux rate = 32 gfd
Aeration = 28 to 36 scfm
June 2002 to June 2003
Capacity ~ 10,000 gpd
Treating primary effluent
10. San Francisco - 2003 to 2005
11. SF Year 1 - 5 d SRT
12. SF Year 3 - 5 d SRT
13. Summary of Membrane Fouling Rates and Exp. Conditions
14. Varsseveld MBR 2005
15. Varsseveld MBR 2005
16. Varsseveld MBR 2005
17. What’s happening?
18. Sludge Deflocculation
19. Summary of Mixed Liquor Properties for San Francisco
20. Summary of Findings Sludge filterability decreased after significant storm events
A significant decrease in membrane permeability occurred
Potentially serious issue - when the peak flux is required - cannot perform due to low permeability
Poor sludge filterability resulted from diffuse flocs with an abundance of single cells and disperse filaments
Same phenomenon occurred in two independent studies on combined sewers and at one full-scale
21. Outline Introduction
Review of Important Wet Weather MBR Data
Possible Explanations
What Do We Know Today
Conclusions
22. Possible Causes for Observed Sludge Deflocculation Due to Wet Weather Increase in influent colloidal material
Increase in influent toxicants
Decrease in influent COD
Decrease in divalent cation conc.
Issues with pilot reactor design (CSTR)
23. Possible Causes for Observed Sludge Deflocculation Due to Wet Weather Increase in influent colloidal material
Increase in influent toxicants
Decrease in influent COD
Decrease in divalent cation conc.
Issues with pilot reactor design (CSTR)
24. Outline Introduction
Review of Important Wet Weather MBR Data
Possible Explanations
What Do We Know Today
Conclusions
25. Possible Causes for Observed Sludge Deflocculation Due to Wet Weather Increase in influent colloidal material
Increase in influent toxicants
Decrease in influent COD
Decrease in divalent cation conc.
Issues with pilot reactor design (CSTR)
26. Influent Colloidal Material
27. Possible Causes for Observed Sludge Deflocculation Due to Wet Weather Increase in influent colloidal material
Increase in influent toxicants
Decrease in influent COD
Decrease in divalent cation conc.
Issues with pilot reactor design (CSTR)
28. Tri-City Service District MBR Pilot Studies Designed Experiments to Test Wet Weather Flow Conditions
ZW500D UF - 0.035 ?m/ Area: 680 ft2
Treating primary effluent
4-month operation
As membrane flux is increased to simulate peak flows, secondary effluent is fed to the reactor as make up water (dilution of influent COD)
Same divalent cation concentrations and ratios
29. Decrease in Influent COD
30. Possible Causes for Observed Sludge Deflocculation Due to Wet Weather Increase in influent colloidal material
Increase in influent toxicants
Decrease in influent COD
Decrease in divalent cation conc.
Issues with pilot reactor design (CSTR)
31. Issues with Pilot Reactor Design (CSTR) Increase in sludge colloidal content occurred at the Varsseveld MBR in wet weather season
The Varsseveld facility is an oxidation ditch with an effective PFR design
Additionally, other large MBR facilities are reporting “more than normal temperature correction” fouling during wet weather flows
Although there is no doubt that the reactor design is important, this does not appear unique to pilot MBRs with CSTR designs
32. Outline Introduction
Review of Important Wet Weather MBR Data
Possible Explanations
What Do We Know Today
Conclusions
33. Conclusion Sludge filterability decreases after significant storm events and decrease in membrane permeability
Poor sludge filterability results from deflocculation
Exact cause of deflocculation is not known
What we do know:
Not caused by an increase in influent colloidal content
Not caused by the dilution of influent COD
Not only an artifact of pilot-scale MBRs (CSTR)
34. Conclusion Possible causes of sludge deflocculation:
Toxicity
Dilution of divalent/trivalent cation concentrations
In addition, this sludge deflocculation will reduce the efficacy of the coarse bubble air scour:
Deflocculation negatively impacts sludge viscosity
Temperature will also negatively impact sludge viscosity
35. Mixed Liquor Viscosity
37. Mixed Liquor Viscosity
38. Conclusion Nothings changed for biological design!
Need a good biological design that encourages bioflocculation and minimizes the mixed liquor colloidal content
39. Acknowledgements Dr. Rion Merlo, Professor Slawomir Hermanowicz, Professor Emeritus David Jenkins at UC Berkeley
The City and County of SF SEP staff
King County Wastewater Treatment Division
The Tri-City Service District Staff
MWH Americas: Jude Grounds and Dale Richwine
GE/Zenon
40. Thank you!shane@trusselltech.com
41. Two Pilot Studies San Francisco SEP
GE/Zenon’s ZW500C
UF - 0.035 ?m
Total filtration area: 660 ft2
Treating primary effluent
3-year operation
42. MBR Colloidal Material
43. Seattle - 2003
44. KC Exp 1 - 54 d SRT
45. KC Exp 2 - > 54 d SRT
46. KC Exp 3 - 15 d SRT