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MICROSCOPY and ACTIVATED SLUDGE PROCESS CONTROL Mackenzie L. Davis MWEA Process Seminar November 2015

MICROSCOPY and ACTIVATED SLUDGE PROCESS CONTROL - mi … - Activated Sludge Microscopy... · Activated Sludge Microscopy – Notes & Thoughts • This lecture will not explain the

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Page 1: MICROSCOPY and ACTIVATED SLUDGE PROCESS CONTROL - mi … - Activated Sludge Microscopy... · Activated Sludge Microscopy – Notes & Thoughts • This lecture will not explain the

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

on 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

0

5

10

15

20

25

30

35

0 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

MC

RT

, 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

of

Filamentous Organisms”

Page 40: MICROSCOPY and ACTIVATED SLUDGE PROCESS CONTROL - mi … - Activated Sludge Microscopy... · Activated Sludge Microscopy – Notes & Thoughts • This lecture will not explain the

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

of 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

or mixed liquor channel between aeration

basin and secondary settling clarifier

Take mixed liquor samples from below

surface to exclude foam

Page 57: MICROSCOPY and ACTIVATED SLUDGE PROCESS CONTROL - mi … - Activated Sludge Microscopy... · Activated Sludge Microscopy – Notes & Thoughts • This lecture will not explain the

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