MICROSCOPY and ACTIVATED SLUDGE PROCESS CONTROL Mackenzie L. - - PowerPoint PPT Presentation

microscopy and activated sludge process control
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MICROSCOPY and ACTIVATED SLUDGE PROCESS CONTROL Mackenzie L. - - PowerPoint PPT Presentation

MICROSCOPY and ACTIVATED SLUDGE PROCESS CONTROL Mackenzie L. Davis MWEA Process Seminar November 2015 CREDITS Activated Sludge Microscopy Notes & Thoughts The ultimate objective of activated sludge microscopy is to identify


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MICROSCOPY and ACTIVATED SLUDGE PROCESS CONTROL

Mackenzie L. Davis

MWEA Process Seminar November 2015

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CREDITS

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Activated Sludge Microscopy – Notes & Thoughts

  • The ultimate objective of activated sludge

microscopy is to identify potential filamentous bacterial causes of solids separation performance problems.

  • Microscopy is only one tool.
  • The objective of this talk is to make you

aware of some of the typical microbial culprits that may be diagnosed with a microscope AND other operational data.

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Activated Sludge Microscopy – Notes & Thoughts

  • This lecture will not explain the

mechanics of microscope operation or staining techniques… Refer to WEF text

  • n microscopy.
  • This lecture WILL NOT make you an

expert in activated sludge microscopy!!

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FOCUS

BULKING & FOAMING SLUDGE

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Aeration tank in service. Faded “orange” pipes are air headers.

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Influent to activated sludge aeration tank from primary settling tank and return activated sludge (RAS) from secondary settling tank. This photo was taken in the 1970s before restrictions were placed on using phosphorus builders in detergents.

Effluent from primary settling tank

RAS “Soap” bubbles

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Oxidation ditch scum baffle and effluent structure. Foam is accumulation of bubbles that have frozen (note white ice layer near scum baffle). When the air temperature rises above 0oC the scum “melts” and dissipates.

Scum baffle

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Aeration tank in service. Start up problems with Nocardia foam.

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FACTORS AFFECTING SLUDGE BULKING

  • Design Limitations
  • Wastewater Characteristics
  • Operational Issues
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DESIGN LIMITATIONS

  • Poor Mixing
  • Clarifier Design
  • Limited Return Sludge Capacity
  • Process Loading
  • Internal Plant Overloading
  • Limited air supply
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Microscopy CANNOT Help Identify These Problems

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WASTEWATER CHARACTERISTICS

  • Flowrate Variations
  • Composition/characteristics
  • Industrial waste component/composition
  • Animal and vegetable FOG
  • Sulfur compounds
  • pH
  • Temperature
  • Nutrients
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Microscopy CAN Help Identify Composition/Characteristics Problems

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OPERATIONAL ISSUES

  • MCRT
  • Low F/M
  • Low Dissolved Oxygen
  • Nutrient Deficiency (nitrogen and

phosphorus)

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Microscopy CAN Help Identify These Issues

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Causes of Bulking Sludge and Likely Suspects

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MCRT VS F/M

MCRT vs F/M

5 10 15 20 25 30 35 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 F/M kg BOD/kg MLSS-d MCRT, d

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MOST UNWANTED FOR BULKING AND/OR FOAMING

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Nocardioform Organisms

Nocardioform organisms include: Gordonia amarae, Microthix parvicella and the Following pathogens:

  • N. caviae, N brasiliensis,
  • N. asteroides, and strains of

Mycobacterium and

  • N. farcinica
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MUG SHOTS OF TOP TEN MOST UNWANTED FOR BULKING AND/OR FOAMING

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Gram Stain

  • Positive (+) => purple
  • Negative (-) => pink
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  • No. 1: Nocardia
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  • No. 2: Type 1701
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No.3: Type 021N

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No.4: Type 0041

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No.5: Thiothrix

Note: “Thio” = sulfur; sulfur granules are characteristic

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No.6: Sphaerotilus natans

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No.7: Microthrix parvicella

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  • No. 8: Type 0092
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No.9: Haliscomenobacter hydrosis

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No.10 Type 0675

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Use the “Dichotomous Key for Identification

  • f

Filamentous Organisms”

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Gram Stain

  • Positive (+) => purple
  • Negative (-) => pink
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Neisser stain

  • Positive (+) = bluish color
  • Negative (-) = brownish color
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Source: Jenkins Sulfur granules Gram positive Gram negative Neisser positive Neisser negative

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Way Past Time to Take Corrective Action!!!

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Run for the Hills Foaming is Out

  • f Control!!!
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OUT TAKES

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MICROSCOPY METHODOLOGY

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Sampling point

  • Good mixing – end of aeration basin
  • r mixed liquor channel between aeration

basin and secondary settling clarifier Take mixed liquor samples from below surface to exclude foam

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Sampling point

  • Sample foam from one of following points
  • (1) Surface of effluent end of aeration

basin

  • (2) Surface of mixed liquor channel
  • (3) Surface of secondary clarifier
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Sampling Frequency

  • (1) Routine on site examination
  • About once every MCRT
  • (2) Routine off-site laboratory
  • Weekly to monthly
  • (3) Daily for critical periods
  • (a) When bulking occurs
  • (b) During RAS chlorination

for bulking control

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Sample Transport and Storage

  • (1) Examine as soon as possible after collection

but not more than several hours

  • (2) For more lengthy periods store at 40C
  • Low F/M; High MCRT – within 7-10 days
  • High F/M; Low MCRT – within 3 to 4 days
  • (3) Transport in small plastic containers (not

glass)

  • (4) Do not fill containers more than half full
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Microscope

  • Use a research grade, phase contrast

microscope with 10x and 100x (oil immersion) phase contrast objectives that yield magnifications of approximately 100x and 1000x respectively. Use phase contrast because biological materials have very low contrast when viewed with direct illumination.

  • COST = about $5,000