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Treatment of Algae using the Kria Water Treatment System
Victor F. Medina, Ph.D., P.E. Research Environmental Engineer
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Background
The KRIA Water Treatment System is a reactor that works by producing superoxide, a negatively charged oxygen radical, and charging it into the water body of interest using a recirculation cell.
Previous ERDC studies showed that the KRIA was effective at treatment of diesel and also enhanced removal of PCBs.
A video of the KRIA in action can be found at: https://www.youtube.com/watch?v=b3UJnz88Lxs&list=UU1o9qwSHbkghwo-HPbimbIQ
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Contributors
Chris Griggs, Research Chemist Catherine Thomas, Research Biologist Agnes Morrow, Chemist Roy Wade, Research Engineer
Direct questions and inquiries to Dr. Victor
Medina, [email protected], 601 634 4283
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The KRIA Reactor Field
Deployment of the KRIA
The KRIA in the laboratory
The recirculation pump
The superoxide generation system
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Superoxide Negatively charged oxygen (O2
-) Less reactive than hydroyxl or persulfate
radicals Can work both oxidatively & reductively Literature indicates reactions with a wide range
of contaminants, including carbon tetrachloride, nitroaromatic compounds, and hydrocarbons.
Shepard et al. (1998) showed degradation of microcystin toxin
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Other reactive mechanisms of the KRIA
Increases oxygen content promoting enhanced biodegradation
Microbubbles, which have been shown to degrade contaminants, disinfection, and promote contaminant desorption
Cavitation at the injection nozzle. May promote radical formation.
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Background studies
Determine how KRIA affects water quality Run KRIA in tap water in 55 gallon drum
reactors (50 gallons) With superoxide valve on and off Measure water quality parameters Measure superoxide (SO) production
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Background studies
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55 gallon drum reactors
KRIA superoxide reservoir with valve (orange) off
Multipurpose water quality meter
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Impact of KRIA operation on Water Quality (55 gallon study)
Substantial increases in DO and DO saturation due to addition of oxygen (as superoxide), and elevated levels maintained after 24 hr recovery
Increase of conductivity due to addition of negative oxygen anion, which is largely maintained after 24 hr recovery.
ORP increased in open and closed (cavitation effect). 9
WQ Parameter SO Valve 0 10 30 60 80 13524 hr recovery
Open 20.33 20.85 21.62 23.65 23.18 23.06 21.03Closed 20.28 20.36 20.85 21.58 22.04 22.68Open 0.170 0.265 0.305 0.355 0.355 0.353 0.337Closed 0.136 0.138 0.139 0.146 0.149 0.150Open 8.63 30.21 30.62 30.41 30.16 29.37 28.55Closed 10.34 9.13 9.09 8.91 8.76 8.56Open 94.1 331.6 347.3 356.2 352.9 343.4 321.9Closed 113.0 101.0 102.0 100.8 100.7 100.0Open 5.95 6.44 6.65 6.93 6.99 6.92 6.65Closed 4.68 5.28 5.71 6.04 5.87 6.28Open -35.3 -23.0 -29.3 -46.3 -51.7 -59.6 -41.3Closed -22.5 -31.0 -32.7 -37.6 -36.8 -41.7
DO mg/L
DO %
pH
ORP
Mixing Time (minutes)
temp C
cond mS/cm
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Superoxide measurement (using Superoxide Dimutase Assay)
Enzyme Linked Immunosorbent Assay (ELISA) based test Semi-quantitative measurement (relative comparison between
different treatments) Kria treated, with and without superoxide
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96-well microplate used in superoxide measurement
Plate reader
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Superoxide
Enhanced superoxide activity in the superoxide treated reactor. Some activity found in control, possibly due to cavitation reactions
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0
200
400
600
800
1000
1200
1400
1600
0 1 2 3 4 5
Supe
roxi
de U
nits
Kria Operational Time (hrs)
Superox
Control
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Algae Treatment Approach Obtained cyanobacteria from lake water from sources in
California and from Lake Eire, OH. Mixed 5 gallons with 45 gallons of preconditioned water
(tap water treated by ion exchange to make it suitable for fish growth).
Three treatments for California sample ► No treatment, control ► KRIA with superoxide valve off (KRIA w/SO) ► KRIA with superoxide valve on (KRIA w/o SO)
KRIA with superoxide only for Lake Erie Sample (Lake Erie)
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Experimental
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Bucket of collected algae used to spike 55 gallon drum reactors
55 gallon drum reactors with artificial lighting
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Algae Treatment – Visual Comparison
Dramatic decrease in algae coloration and visible green particulate matter with KRIA treatment, with and without superoxide
Without superoxide actually produced a more clear end result after less treatment time, but the initial sample was noticeably less concentrated.
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Kria treated with Superoxide versus Control (40 min. treatment)
Kria treated without Superoxide versus Control (5 min. treatment)
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Counts of Microcystin aeruginosa
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Study Treatment Initial Count (NU/mL) Final Count (NU/mL) %Count ChangeInitial Biovolume
(um3/mL)Final Biovolume
(um3/mL)%Biomass
ChangeControl 3.70E+07 3.08E+07 17% 1.72E+09 1.18E+09 32%Kria with Superoxide 3.40E+07 6.32E+06 81% 1.10E+09 2.16E+08 80%Kria without Superoxide 1.72E+07 1.17E+07 32% 5.34E+08 3.37E+08 37%
Study 3 - Lake Erie Kria with Superoxide 7.56E+05 5.81E+05 23% 3.83E+07 2.80E+07 27%
Study 2 - California Lake with High Cell Density
• Microcystin aeruginosa was counted by Phycotech, Inc. of St. Joseph, MI. • Microcystin aeruginosa accounted for 80 to 98% of the algal/cyanobacterial population by counts in control and post treated samples. • It was not possible to determine if cells were active (living) or not in the counting process. • The best treatment was achieved by the KRIA with superoxide, which had 80% reductions of counts and biomass
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Volatile Matter (Organic Matter)
VM was used as a measure of biomass. KRIA treatment (w/ SO) resulted in a more than 80% reduction in VM (65% reduction
in control) in 40 minutes of treatment KRIA without SO had a 75% reduction in 5 minutes. Lake Erie study had a 65%
reduction.
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0.0
0.2
0.4
0.6
0.8
1.0
1.2
0 10 20 30 40 50
Nor
mal
ized
Con
cent
ratio
n (C
/Co)
Treatment time (min)
Control
Kria
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Spectrophotometer Scan
Spectrophotometer scan undertaken from electromagnetic spectrum from 600 to 700nm.
Drastic decrease in in adsorbance due to destruction of photosynthetic pigments.
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Chlorophyll
Chlorophyll concentrations dropped 80% in the Kria treated (w/ SO) reactor while actually increased in the control.
Decreases were also found in Kria w/o SO (90% in 5 min) and in the Lake Erie treated samples (75% in 5 min).
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0.0
2.0
4.0
6.0
8.0
10.0
12.0
0 10 20 30 40 50
Chl
orop
hyll
Con
cent
ratio
n (m
g/L)
Treatment time (min)
Control
Kria
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Turbidity
Turbidity is the measure of light scattering in water and is a function of particles in the water
Algal cells can act as light scattering particles The Kria Treated (w/ SO) sample had >90% reduction of turbidity after 40 minute
treatment. There was no reduction of turbidity in the control. Kria treated w/ SO and Lake Erie treatments had 84% reductions in turbidity after 5
minutes
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0.0
200.0
400.0
600.0
800.0
1000.0
1200.0
1400.0
1600.0
0 10 20 30 40 50
Turb
idity
(NTU
)
Treatment time (min)
Control
Kria
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Microcystin Toxin Concentrations
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Study TreatmentTreatmemt time (min)
Time Zero Microcystin
Concentration (ug/L)
Post Treatment Microcystin
Concentration (ug/L) % Reduction
Control 40 146 138 5%Kria with Superoxide 40 146 34 77%Kria without Superoxide 40 138 44 68%Control 5 555 215 61%Kria with Superoxide 5 555 47 92%Kria without Superoxide 5 215 28 87%
Study 3 - Lake Erie Kria with Superoxide 5 5.5 1.8 67%
Study 1 - California Lake with Medium Cell Density
Study 2 - California Lake with High Cell Density
• Microcystin measured by GreenWater Laboratories (Palatka FL) using ELISA method with a detection limit of 0.15 ug/L after ultrasonication (to lyse cells) & filtration • KRIA treatments with and without superoxide charging resulted in substantial reduction of microcystin toxins compared to controls.
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Issue - clogging
With the Lake Erie treatment, we found that some of the algae was in the form a stringy mat.
This clogged the metallic pretreatment column. We could only achieve treatment with further dilution of the sample
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Conclusions
The KRIA is effective at treating harmful algae, as supported by visual observations, counts of Microcystin aeruginosa, volatile matter, chlorophyll, and turbidity. ► Different measurements had different sensitivities.
Counts had the lowest, but could not differentiate between living and inactive
The treatment was also effective at substantially reducing microcystin toxin concentrations.
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Conclusions (continued) Effective treatment was generally found with and
without superoxide. ► Cavitation alone is an effective mechanism ► The literature indicates that cavitation can produce
radicals, including hydroxl radicals ► Superoxide did appear to enhance reduction of M.
aeruginosa counts ► Some differences in treatment maybe due to changes
in the initial reactor conditions 5 minute exposure in the drum was sufficient to
create effective change. Even lower exposure times maybe effective. 23
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Questions Clogging issues
► Our studies used diluted samples –clogging could be a frequent issue
► Could the KRIA be modified to address this? How would the reactor work in an open water
deployment? ► Radius of influence? ► Residual effectiveness? ► Frequency of treatment?
Energy & costs? ► Is treatment ultimately cost-effective?
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Concept for Field Study
Construct some in place reactors to isolate the treatment in the lake. Apply KRIA treatment in one reactor, monitor changes in a control. Follow up with open water study to study treatment radius.
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Concept for Deployment We do not endorse this or other products, but are simply applying
our engineering knowledge to explore applications. KRIA treatments could be applied to bays, coves, and other areas
where HABs begin, either after monitoring suggests an imminent bloom or even just periodically. By controlling blooms in these sensitive areas, it may limit spread of HABs throughout a larger lake or reservior.
KRIA treatments can be applied to beaches or areas where human contract with HABs could occur
KRIA reactors could be deployed around water intakes, to provide preliminary treatment prior to intake into a potable water treatment system.
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Application around water intake
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