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Biofiltration for Trace Contaminant Control in ALS Systems

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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
2
Background
  • 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

3
ISS Trace Contaminant Control System
Adapted From Perry NASA/TP-1998-207978
4
Rationale
  • 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)

5
Potential Air Contaminant StreamsEvolved Mars
Base Using ALS Technologies (without ISRU)
From Advanced Life Support Reference Missions
Document CTSD-ADV-383
6
Potential Integration Schemes
  • Direct Coupling to Concentrated Streams

TCCS/THC Systems
Biofilter
  • Low Flows
  • Low Reactor Volume
  • High Humidity
  • High C
  • High NH3 (?)

7
Biofiltration Overview
Exit Air 100 Humidity
8
Internal 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)
9
Experimental Design
10
Air Flowmeters
Mass Flow Controllers w/ Safety Valves
Condenser
Chambers
Humidifier
Incubator
Source Gases
Exit Acid Traps
11
Biofilter 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.
12
Methane 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.
13
Methane 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
14
Reactor 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
16
Ethanol-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.
17
Perlite 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)
19
Summary
  • 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.

20
Thank you!
  • Questions or Comments?

Acknowledgements NASA NJ-NSCORT NJAES Dr. Harry
Janes
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