biorem_20seminar_202010
TRANSCRIPT
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Air Emissions Control
The ACBs of Odor Control
Michael BuschSales Manager
Represented locally byWater Technology Group
Denver, CO
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Air Emissions Control
Presentation Outline
Typical Municipal Odors
Design Guidelines
Detection methods
Treatment Options About Biorem
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Air Emissions Control
Typical Odors
Compound Smell Solubility Detection
H2S rotten egg soluble 0.00047 ppm
Total Reduced Sulfurs (TRSs):
DMS rotten cabbage insoluble 0.001 ppm
DMDS sulfide insoluble 0.001 ppm
MM rotten cabbage slight 0.0005 ppm
Many, many others!Hydrogen sulfide (H2S), TRS: di-methyl sulfide (DMS), di-methyl di-sulfide (DMDS), methyl mercaptan (MM)
Total Odor Removal
Encompasses every odor in airstream, good and/or bad.
Process involves collecting samples of untreated & treated air for
controlled laboratory sniffing by individuals Dilution Threshold (D/T) = Air samples are diluted with fresh air
until 50% of panelists can no longer detect an odor
Higher number => More smell
Many areas have 1 OU limit at the fence line
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Air Emissions Control
Design Guidelines
Equipment selection/sizing variableso Airflow Rate (CFM)
o Air stream contaminants & levels
o
Source of odorso Available footprint/Location of installation
Air Exchangeso 3-6 air changes per hour (AC/hr) for un-staffed facilities
o
10-12 AC/hr for staffed facilitieso Air flow (cfm) = (volume of space x AC/hr) / 60min
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Air Emissions Control
Dewatering/Sludge Handling/Compost stages
H2S TRSs(Lower) (Higher)
Pump Stations/Collection System/Headworks
H2S TRSs(Higher) (Lower)
Design Guidelines
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Air Emissions Control
Measurement of Odors
Compound Method Used
H2S OdaLog or Jerome Meter
TRSs Lab Analysis
oDMS
oDMDS
oMM
Ammonia Draeger Tubes
Total Odor Odor Panel
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Measurement of Odors
Computerized Dispersion Modeling Accounts for all site specific meteorological, geographical, and
neighborhood conditions.
Provides a predictable model of expected odors, measured inodor units
1 odor unit (OU) at the fence line or nearest sensitive receptoris the goal.
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Biotrickling Filter Odor Model
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Biofilter Odor Model
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Treatment Options
Collect & Treat Technologies
Activated Carbon
Chemical Scrubbers
Biological Processes
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Activated Carbon
Used for water treatment over 2,000
years ago
Gained wide acceptance during first
world war in gas masks
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Adsorption - The phenomenon where moleculesadhere to a surface with which they come in
contact
Activated Carbon
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Activated Carbon
Bed(s) typically 24-36 deep.
Face velocity 40-85 FPM. >85 FPM will fluidize bed(s) and
blow carbon out the exhaust.
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Activated Carbon
Maintenance Requirements Carbon is a consumable requiring replacement and disposal, typically every12 months.
Typically involves confined space entry
Fans require routine maintenance Belts, bearings, etc
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Activated Carbon
Pros:Mature technology
Lower capital cost
Passive technology
Can treat all odorsGreat as a polisher
Cons:Consumable media
Media Life dependent onairstream make-up
Not adaptable
Higher HP fan motors
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Chemical Scrubbers
Designed for high H2S levels, Ammonia Large air flows through small footprint
Very poor on TRSs, total odor removal
oActually add chemical smell to
dischargeUse a water/chemical mixture sprayed over
packing to neutralize contaminants
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Single Stage H2S Removal 10 packingSodium Hypochlorite (12.5% NaOCL) and SodiumHydroxide (50% NaOH) = 99%+ Efficiency
Two Stage H2S Removal 15 total packing
1st Stage (5 packing) NaOH = 75% Efficiency
Plus
2nd Stage (10 packing) NaOCL and NaOH = 25%+
Efficiency
Total 99%+ Efficiency
Single Stage NH3 5 packing
Sulphuric Acid (50% H2SO4) = 99%+ Efficiency
Chemical Scrubbers
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Chemical Scrubbers
Can be round, square, vertical, horizontal, etc
Vertical, Counter-current
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Air Emissions Control
Chemical Scrubbers
Can be round, square, vertical, horizontal, etc
Modular ScrubberLo-Pro type
2nd ChemicalSump
1st Chemical Sump
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Air Emissions Control
Chemical Scrubbers
Internal Support Structure
Packing
Lantec
Jaeger
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Air Emissions Control
Chemical Scrubbers
Typical sizes from 1,500CFM & up
Face velocity 400-500 FPM.
Very small footprint
Packing bed depths typically 5, 10, or 15
Packing typically good for 10 years
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Air Emissions Control
Chemical Scrubbers
Maintenance Requirements
Packing must be chemically washed annually
Many controls, probes, pumps, etc
Chemical feed equipment
Fans
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Air Emissions Control
Chemical Scrubbers
Pros:Mature technology99.99% removalLower capital costLower HP fans
Cons:Hazardous ChemicalsMaintenanceMaintenance
MaintenanceOnly good for H2S & NH3
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Air Emissions Control
Biological
Biological Processes BioFilter
o Excellent total odor removal
o H2S treatment
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Air Emissions Control
EBRTEmpty Bed Retention Time
Critical design parameter for
biological systems
Longer EBRT = Larger system
Biological
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Air Emissions Control
Buried header/lateral piping
Wood Chips, Compost, PeatMoss, etc
Replaced every 2-3 years
10-12 wc dp thru 2-3 media
60-90sec EBRT
Very in-efficient
Very large Footprint
Organic Biofilter Media
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Air Emissions Control
Next Generation Biofilter Medias
Coated, inorganic
Total odor removal
No Maintenance
20-30 sec EBRT typical
Permanent media
6 bed depth typical
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Air Emissions Control
Biosorbens Media XLD Media
Wood Chip Biofilter
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Air Emissions Control
Slotted Sub Floor
Wood-Chip Biofilter17,000CFM
60 sec EBRT 5,680 ft2 surface area17,000 ft3 of media
3 bed depth 50HP fan motor reqd
Media replaced every 2-3 years
71 80
Biosorbens Biofilter
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Air Emissions Control
Slotted Sub Floor
Biosorbens Biofilter17,000CFM
30 sec EBRT1,460 ft2 surface area (75% smaller)8,750 ft3 of media (50% less)
6 bed depth25HP fan motor reqd (50% less)
Permanent media
40 38
XLD Biofilter
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Air Emissions Control
Slotted Sub Floor
XLD Biofilter17,000CFM
20 sec EBRT960 ft2 surface area (84% smaller)5,666 ft3 of media (66% less)
6 bed depth25HP fan motor reqd (50% less)
Permanent media
30 32
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Air Emissions Control
Biotrickling Filter Designed for >99% removal of H2S
EBRTs from 4 sec to 15 sec
Synthetic, permanent media No chemicals
Secondary effluent ideal make-upwater source.
If using potable water, nutrientsmust be added
Not good for total odors
Biological
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Air Emissions Control
Biological Multi-Stage Systems
Problem:Treating High H2S AND achieve Total Odor Removal
Solut ion:
Combined technologies
1st Stage - Biotrickling FilterTreatment of H2SLow ph environmentRemaining foul odors passthrough to 2nd stage
2nd Stage - BioFilterTreatment of remaining odors
Neutral ph environment
Bi l i l
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Biological
Maintenance RequirementsRecirc pumpsSpray NozzlesFans
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Biological
Pros:Proven technologyVery low O&M costAdaptiveGood total odor controlLower HP fans
Cons:Higher capital costNeeds consistent food sourceNeeds water
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Air Emissions Control
Technology Comparison
Technology Capital(Budget)
Annual Operating 10 YearTotal Cost
ActivatedCarbon
$76,500 $52,800 $604,500
ChemScrubber
$88,000 $38,400 $472,000
Biological
2-stage
$139,000 $10,500 $244,000
Assumptions:
8,500CFM
30 ppm H2S average inlet
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Air Emissions Control
Important Design Variables:Airflow required
Source of the foul odors
Location of equipment
Available footprint
Treatment objective(s):
H2S
Total Reduced Sulfurs
Total Odors
Initial capital cost vs Long term
O&M
Conclusion
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Air Emissions Control
In business since 1991Headquartered in Guelph, ON
Office/Plant locations in:
Victor, NYBeijing, China
40 employees
$20MM in sales revenue - 2010
700 Installations worldwide
Publicly traded company
About Biorem
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www.biorem.biz
www.wtrgroup.com
Thank You For Attending!
http://www.biorem.biz/http://www.biorem.biz/