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On-line optical monitoring of
activated sludge floc morphology
17.9.2015
Elisa Koivuranta
Fibre and particle engineering
University of Oulu
FIBRE AND PARTICLE ENGINEERING
RESEARCH GROUP
Professor: Mirja Illikainen
FiDiPro-professor: Kristiina Oksman
Staff: 30
Background
• Activated sludge process is the most common
method in municipal and industrial wastewater
treatment
• The efficiency of the ASP is highly dependent on
the solid-liquid separation which is affected by the
structure and the strength of the flocs
• Evaluation and modeling of the wastewater
treatment process by image analysis methods will
bring new horizons in the monitoring and control
approaches
Background: Activated sludge process
4
• Municipal and industrial
wastewater contain usually high
amounts of COD, nitrogen and
phosphorous, which can be
removed by biological
processes
• Biological flocs are formed in
aeration tanks and removed by
settling in settling tank
Background: Floc formation
• The floc formation is complex phenomenon which
mechanisms are still poorly understood
• Flocs are made up of a variety of microorganisms
as well as organic and inorganic particles
• Different disturbances in the process has effects
on the floc structure
• Unsatisfactory floc formation is a common problem
in activated sludge plant worldwide which have
both environmental and economic consequences
Background: Floc morphology in
different situations
Lots of filaments Small flocs Big flocs, enough
filaments
Background
• Floc formation and settling properties of activated sludge are critical
for the purification process
• There is still lack of a proper on-line measurement of flocculation
• Optical monitoring of flocs would
enable better control of the whole
activated sludge process
7
Floc imaging device - MOFI
• From laboratory scale to
in situ scale
• Basic principle is the
same in both:
”Only needed pre-
treatment is dilution”
• Image size is 5.01mm x
3.74mm and imaged pixel
size is 3.6µm
Image analysis
(1) the original image; (2) background removal; (3) adjustment of image intensity
values to increase contrast; (4) creating negative image; (5) median filtering; (6)
thresholds to create binary images; (7) filling holes; (8) dilation; (9) filament
image; (10) floc image; (11) processed floc image; and (12) processed filament
image.
Image analysis
Blue: Accpeted flocs Red: Small particle
Green: Too light Purple: Air bubble
Image analysis
Blue: Flocs Red: Filaments
Image analysis
Analyzing:
- Form factor
- Roundness
- Equivalent diameter
- Aspect ratio
- Total filament
length/total floc area
- Mean area of
particles
- Amount of small
particles (<25 µm)
Preliminary tests
• Two different situation were compared
• Bigger flocs, less filaments → better settling properties
Preliminary tests
Evaluation of the floc
morphology in the industrial
wastewater treatment plant
On-line optical monitoring
At Viikinmäki
• Sludge is taken from the
process line into deairing
container
• From the container the
sample is diluted and
pumped through cuvette
of imaging unit
• The sample dilution,
pumping, image grabbing
and cuvette flushing is
controlled by PC software
and control electronics
On-line optical monitoring
- 1000 images/film (4 films/day)
- 100 individual flocs/image
→ 400 000 individual flocs are analyzed daily
On-line optical monitoring
18
On-line optical monitoring
• Imaging unit consists of flow through
cuvette, standard machine vision
camera and LED lighting
• The imaging unit captures floc
images 30 frames/second
• Image size is 5.01mm x 3.74mm
and imaged pixel size is 3.6µm
• Floc images are analyzed and
several morphological features
calculated in floc analysis
Results
Possibilities and challenges
• Would enable better control of the
activated sludge process
• Early warning system
• Challenges:
– Outdoor conditions
– Representative sampling
Thank you!
Elisa Koivuranta
elisa.koivuranta@oulu.fi

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On-line optical monitoring of activated sludge floc morphopoly

  • 1. On-line optical monitoring of activated sludge floc morphology 17.9.2015 Elisa Koivuranta Fibre and particle engineering University of Oulu
  • 2. FIBRE AND PARTICLE ENGINEERING RESEARCH GROUP Professor: Mirja Illikainen FiDiPro-professor: Kristiina Oksman Staff: 30
  • 3. Background • Activated sludge process is the most common method in municipal and industrial wastewater treatment • The efficiency of the ASP is highly dependent on the solid-liquid separation which is affected by the structure and the strength of the flocs • Evaluation and modeling of the wastewater treatment process by image analysis methods will bring new horizons in the monitoring and control approaches
  • 4. Background: Activated sludge process 4 • Municipal and industrial wastewater contain usually high amounts of COD, nitrogen and phosphorous, which can be removed by biological processes • Biological flocs are formed in aeration tanks and removed by settling in settling tank
  • 5. Background: Floc formation • The floc formation is complex phenomenon which mechanisms are still poorly understood • Flocs are made up of a variety of microorganisms as well as organic and inorganic particles • Different disturbances in the process has effects on the floc structure • Unsatisfactory floc formation is a common problem in activated sludge plant worldwide which have both environmental and economic consequences
  • 6. Background: Floc morphology in different situations Lots of filaments Small flocs Big flocs, enough filaments
  • 7. Background • Floc formation and settling properties of activated sludge are critical for the purification process • There is still lack of a proper on-line measurement of flocculation • Optical monitoring of flocs would enable better control of the whole activated sludge process 7
  • 8. Floc imaging device - MOFI • From laboratory scale to in situ scale • Basic principle is the same in both: ”Only needed pre- treatment is dilution” • Image size is 5.01mm x 3.74mm and imaged pixel size is 3.6µm
  • 9. Image analysis (1) the original image; (2) background removal; (3) adjustment of image intensity values to increase contrast; (4) creating negative image; (5) median filtering; (6) thresholds to create binary images; (7) filling holes; (8) dilation; (9) filament image; (10) floc image; (11) processed floc image; and (12) processed filament image.
  • 10. Image analysis Blue: Accpeted flocs Red: Small particle Green: Too light Purple: Air bubble
  • 11. Image analysis Blue: Flocs Red: Filaments
  • 12. Image analysis Analyzing: - Form factor - Roundness - Equivalent diameter - Aspect ratio - Total filament length/total floc area - Mean area of particles - Amount of small particles (<25 µm)
  • 13. Preliminary tests • Two different situation were compared • Bigger flocs, less filaments → better settling properties
  • 14. Preliminary tests Evaluation of the floc morphology in the industrial wastewater treatment plant
  • 16. • Sludge is taken from the process line into deairing container • From the container the sample is diluted and pumped through cuvette of imaging unit • The sample dilution, pumping, image grabbing and cuvette flushing is controlled by PC software and control electronics On-line optical monitoring - 1000 images/film (4 films/day) - 100 individual flocs/image → 400 000 individual flocs are analyzed daily
  • 18. 18 On-line optical monitoring • Imaging unit consists of flow through cuvette, standard machine vision camera and LED lighting • The imaging unit captures floc images 30 frames/second • Image size is 5.01mm x 3.74mm and imaged pixel size is 3.6µm • Floc images are analyzed and several morphological features calculated in floc analysis
  • 20. Possibilities and challenges • Would enable better control of the activated sludge process • Early warning system • Challenges: – Outdoor conditions – Representative sampling