Title: Biofiltration for Trace Contaminant Control in ALS Systems
1 Biofiltration for Trace Contaminant Control in
ALS Systems
- John A. Hogan, Feng Qiao and Peter F. Strom
- Department of Environmental Sciences
- Rutgers, The State University of New Jersey
- hogan_at_aesop.rutgers.edu
-
- Habitation 2004Conference on Space Habitation
Research and Technology Development - 01/07/2004
Picture(s) courtesy of NASA
2Background
- Air Revitalization System (ARS) Functions -
- Monitoring/control of total atmospheric pressure
and partial pressures of O2, N2 and CO2 - Temperature and humidity control
- Circulation and exchange between modules
- Airborne particulate matter and microbe control
- Detect, respond to, and recover from rapid
decompression, fire and hazardous atmospheres - Trace gaseous and vapor contaminant control
3ISS Trace Contaminant Control System
Adapted From Perry NASA/TP-1998-207978
4Rationale
- Equivalent System Mass (ESM)
- ESM to be reduced by a factor of 3 by 2010
- Must decrease consumables (activated charcoal,
LiOH, catalysts, filters) and power - Regenerative systems are needed - long duration
missions - Future Air Contaminant Streams
- New compounds will be encountered
- Highly increased loading rates
- SMACs may be altered (e.g., ethylene)
5Potential Air Contaminant StreamsEvolved Mars
Base Using ALS Technologies (without ISRU)
From Advanced Life Support Reference Missions
Document CTSD-ADV-383
6Potential Integration Schemes
- Direct Coupling to Concentrated Streams
TCCS/THC Systems
Biofilter
- Low Flows
- Low Reactor Volume
- High Humidity
- High C
- High NH3 (?)
7Biofiltration Overview
Exit Air 100 Humidity
8Internal Biofilter Mechanisms
Solid Phase
Air, CO2, H2O
Air Phase
O2
CO2
Liquid/Biofilm Phase
Contaminant Conc.
Laminar Flow
Turbulent Flow
Contaminated Air
Liq./Biofilm Phase
Air Phase
Derived from Devinny, et. al. (1999)
9Experimental Design
10Air Flowmeters
Mass Flow Controllers w/ Safety Valves
Condenser
Chambers
Humidifier
Incubator
Source Gases
Exit Acid Traps
11Biofilter Chamber
Incubator
28 oC
Sampling Port
7 cm
Layer 4
Perlite 10.5 L
Layer 3
10 cm
33 cm
Mineral Salt Media Solution
Layer 2
10 cm
Layer 1
6 cm
100 Humidified Air Methane and/or Ethanol,
(Ammonia)
EBRT 2 min.
12Methane Biofilter Reactor Parameters
Nitrogen is supplied by the mineral salts medium
added to the biofilter matrix during
preparation. Methane loading was decreased to
5.62 g carbon/m3-hour on the 19th day of
operation in both CH4-only and CH4 NH3 reactors
(CN 1001). Delivery rate for ammonia is
in mg/m3-h.
13Methane Biofilter Reactor Results
Methane-only Biofilter
Methane Ammonia Biofilter
CH4-NH3 methane removal vs. reactor length
1.2
y 1.2541x - 0.0997
1
R2 0.92
R2 0.90
0.8
Removal port/total
total removal vs distance
0.6
0.4
0.2
0
0
0.2
0.4
0.6
0.8
1
Port distance/total distance
14Reactor Profile (45th Day of Operation)
Methane NH3 Reactor
Methane - only Reactor
20
11
pH 9.2 H2O56 Biomass 25.9
pH 9.4 H2O56 Biomass 23.9
14
4
4
9.8
7.2
pH 9.2 H2O57 Biomass 28.4
pH 9.3 H2O58 Biomass 23.5
0.7
3
3
4.6
9.8
pH 9.3 H2O55 Biomass 26.1
pH 9.4 H2O57 Biomass 21.0
0
2
2
5.7
pH 7.9 H2O44 Biomass 22.3
pH 9.3 H2O56 Biomass 26.8
9.0
1
4.1
1
Initial Conditions
15 Non-N Methane Biofilter
Organic-N Methane Biofilter
CH4 Removal Efficiency
CH4 Removal Efficiency
16Ethanol-only
Ethanol Ammonia
N Source
CN ratio
NH3 Conc.
NH3(gas)
C2H6O Conc.
Carbon Loading
Chamber
NO3-
---
---
---
250 ppm
9.8
C2H5OH-only
NO3-
1801
2.5 ppm
54.5
250 ppm
9.8
C2H5OHNH3
Note The loading rate of ethanol is given in g
carbon/m3-hour.
17Perlite Profile (53rd Day of Operation)
EthanolNH3 Biofilter
Ethanol-only Biofilter
pH 6.8 H2O67 Biomass 15.0
4
pH 7.3 H2O67 Biomass 18.5
3
pH 5.0 H2O67 Biomass 53.7
2
pH 6.2 H2O47 Biomass 76.5
1
Initial
18(No Transcript)
19Summary
- Methane removal is mass transfer limited - may
drive reactor volume - Ammonia likely inhibited methane degradation in
the CH4 NH3 reactor (CN ratio of 1001). - Ethanol readily removed - Organic acid
production due to thick biofilm (O2 limitation) - Nitrate assimilation increased pH of the perlite
biofilter matrix - Organic nitrogen (peptone) is preferable nitrogen
source - The competing forces of nitrification (acidic)
and ammonium accumulation (basic) moderated
matrix pH changes. - The C/NH3 loading rates, CN ratio, species used
for matrix nitrogen supply, and carbon compound
characteristics will drive biological air
treatment design and operation. - Multiple-stage reactors and mid-course matrix
management are likely needed to improve control
of the microbial environment.
20Thank you!
Acknowledgements NASA NJ-NSCORT NJAES Dr. Harry
Janes