vvEPA
          United States
          Environmental Protection
          Agency
           Office of Research and
           Development
           Washington DC 20460
EPA/625/R-99/005
July 1999
Volatile Organic
Compounds (VOC)
Recovery Seminar

September 16-17, 1998
Cincinnati, OH

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                                         EPA/625/R-99/005
                                                July 1999
Volatile Organic  Compounds (VOC)
           Recovery Seminar
        September 16-1  7,  1998
              Cincinnati, OH
          Sustainable Technology Division
      Technology Transfer and Support Division
     Air Pollution Prevention and Control Division
    National Risk Management Research Laboratory
        Office of Research and Development
        U.S. Environmental Protection Agency
              Cincinnati,  OH 45268
                                        Printed on Recycled Paper

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                                     Notice
This document has been reviewed in accordance with US. Environmental Protection Agency
policy and approved for publication. Mention of trade names or commercial products does not
constitute endorsement or recommendation for use.

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                                   Contents


Notice	    ii

Contents  	iii

List of Tables	 v

List of Acronyms	vi

Introduction	viii

Risk Management: Strategic Issues for Volatile Organic Compounds (VOCs)
    in the Environment by Subhas Sikdar	1

VOCs: Sources, Definitions, and Considerations for Recovery by Carlos Nunez	3

Overview of VOC Recovery Technologies by Kamaiesh Sirkar	5

Industrial Research Programs by Edward Moretti	10

VOC Recovery Research at EPA Office of Research and
    Development (ORD) by Teresa Harten	, . . ,	,	  12

Short Flow Path Pressure Swing Adsorption - Lower Cost Adsorption Processing
    SHERPA™ by William Asher	,	,	14

Solvent Recovery Applications at 3M by James Carmaker	16

The Economics of Recovery: Using the Office of Air Quality, Planning,
    and Standards (OAQPS) Cost Manual as  a Tool for Choosing the Right
    Reduction Strategy by Daniel Mussatti	,....,.  18

Rotary Concentration and Carbon Fiber Adsorption by Ajay Gupta	21

Zeolite Absorption and Refrigeration - CONDENSORB™ VOC Recovery
    System by Jon Kostyzak	  23

A Novel Fluidized Bed Concentrator System for Solvent Recovery of High Volume,
    Low Concentration VOC-laden Emissions by Edward Biedell	25

Recovery of VOCs by Microwave Regeneration of Adsorbents by Philip Schmidt	27

Removal and  Recovery of Volatile  Organic Compounds for
    Gas Streams by Hans Wijmans	30

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                               Contents (Cont'd)


Synthetic Adsorbents in Liquid Phase and Vapor Phase
    Applications by Steven Billingsley . . . . ,	32

Cryogenic Condensation for VOC Control and Recovery by Robert Zeiss	34

Brayton Cycle Systems for Solvent Recovery by Joseph Enneking	35

Control of VOCs in Refinery Wastewater by Mike Worrall	37

Separation of Volatile Organic Compounds from Water by
    Pervaporation by Richard Baker	39

Dehydration and VOC Separation  by Pervaporation for Remediation
    Fluid Recycling by Leland Vane  	41

Polymeric Resins for VOC Removal from Aqueous Systems by Yoram Cohen	43

The New Clean  Process Advisory  System™ (CPAS™) Separation Technology
    and Pollution Prevention Information Tool by Robert Patty	47

Comparative Cost Studies by Edward Moretti	51

Availability of Technology Information, Including  Internet-Based
    Sources by Heriberto Cabezas	53

Paint Spray Booth Design Using Recirculation/Partitioning
    Ventilation by Charles Darvin ..,	, . . ,	56

Summary and Concluding Remarks/Seminar Follow-Qn Efforts by Scott Hedges	59

Breakout Session Summaries	60

Appendix A - List of Seminar Attendees	,	63

Appendix B - Breakout Group Notes and Members	70

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                                List of Tables

1.   Process Options for Removing VOCs from Vent Streams  	  7
2.   Typical VOC/Water Separation Factors in Pervaporation	  9
3.   Polymer Resins Versus Activated  Carbon	  45

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                                List of Acronyms
ACA       Air Compliance Advisor

AERP"     Air Emission Reduction Program

AlChE     American Institute of Chemical
           Engineers

BACT      Best Available Control Technology

BCA       beaded carbonaceous adsorbent

BRU       Benzene Removal Unit

BTUs      British Thermal Units

BTEX      benzene, toluene, ethylene, and
           xylene

BTX       benzene, toluene, and xylene

CenCITT   Center for Clean Industrial and
           Treatment Technologies

CERI      Center for Environmental
           Research Information

cfm        cubic feet per minute

CPI        The Construction Productivity
           Institute

CRADA    Cooperative Research and
           Development Agreement

CWRT     Center for Waste Reduction
           Technologies

DNAPL    dense non-aqueous phase liquid

DOD       Department of Defense

DOE       Department of Energy

ฐC         degrees  Celsius

EPA       Environmental Protection Agency
ฐF

gpm

HAPs

I PA

kcal/mole

kOH



kW

Ibs/hr

LEL

LNAPL

m2/g

m3/hr   -

MACT
degrees Fahrenheit

gallons per minute

hazardous air pollutants

isopropyl alcohol

kilocalories per mole

reaction rate constant for the
reaction of a compound with an
hydroxyl radical

kilowatt

pounds per  hour

lower explosive limits

light non-aqueous phase liquid

 square meters per gram

cubic meters per hour

Maximum Achievable Control
Technology
mg HC/liter  milligrams hydrocarbon per liter

mg HC/Nm3
mg/L

mg/m3

MIR

mm Hg

MS

NAPLs
milligrams of hydrocarbon per
normal cubic meter

milligrams per liter

 milligrams per cubic meter

maximum incremental reactivity

millimeter of mercury

Molecular Sieve

non-aqueous phase liquids
                                        VI

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                           List of Acronyms (continued)
NESHAPs   National  Emission Standards for
            Hazardous Air Pollutants

NJIT        New Jersey Institute of
            Technology

NOX         nitrogen  oxides

nPA         n-propyl  alcohol

NRMRL     National  Risk Management
            Research Laboratory

O&M        operation  and  maintenance

OAQPS     Office of Air Quality, Planning,
            and  Standards

OH         hydroxyl

ORD        Office of Research and
            Development

P2P         Pollution Prevention Progress

PM         particulate  matter

ppb         parts per billion

ppm         parts per million

ppmv       parts per million by volume

ppmw       parts per million by weight

PPPS&D    Pervaporation  Performance
            Prediction Software and  Database

PSA        pressure swing adsorption

psia         pounds per square inch area
PVC        poly vinyl chloride

R&D        research and development

RIA         Regulatory  Impact Analysis

SAB        Science Advisory Board

scfm        standard cubic feet per minute

SEE        Senior Environmental  Employee

SERDP     Strategic Environmental Research
            and  Development Program

SIP         State Implementation Plan

SITE        Super-fund  Innovative  Technology
            Evaluation

SOX         sulfur oxides

TRI         Toxic Release Inventory

TTN         Technology Transfer Network

TWA        time weighted average

UCLA       University of California, Los
            Angeles

UT         University of Texas

uv         ultraviolet

VCM        vinyl chloride monomer

voc        Volatile  Organic Compound

%          percent
                                           Vll

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                                    Introduction
The Volatile Organic Compounds (VOC) Recovery Seminar was held September 16 - 17,  1998,
in Cincinnati, Ohio. The seminar was cosponsored by the U.S. Environmental Protection Agency's
(EPA's) National Risk Management Research  Laboratory (NRMRL), the U.S. Department of
Energy (DOE), the American Institute of Chemical Engineers (AlChE), and the AlChE-affiliated
Center for  Waste Reduction Technologies (CWRT). Representatives from  industry, academia,
consulting firms,  and  government attended.

The purpose of the seminar was  to bring researchers, technology developers,  and industry
representatives together to discuss  recovery technologies and techniques for VOCs. The  seminar
focused on the specific VOC recovery needs of industry and on case studies that summarize
effective VOC product recovery techniques applicable to air, water, and solid waste. The case
studies highlighted examples in which existing and new recovery technologies resulted in
significant cost savings to industry.

The seminar focused  on  the following  key issues:
    Status  and future direction  of EPA, DOE, and other major  research programs.
    What are the latest technology innovations in VOC treatment and  recovery?
    Performance and  cost effectiveness of VOC recovery techniques.
    How are recovery techniques applied to  air, water, and solid wastes?
Presenters  were from industry, academia, EPA, and various consulting firms. The  presentations
were followed by several facilitated breakout sessions; these sessions allowed participants an
opportunity to discuss their needs  and opinions on VOC recovery  trends, research, and  other
issues.

This document contains summaries of the  presentations and discussions during the seminar. It
does not  constitute an actual proceedings,  since the presentations were informal and no written
versions were required. The list of participants and contact information are included in Appendix
A.
                                         Vlll

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 Risk Management:  Strategic Issues for Volatile Organic

 Compounds (VOCs)  in the Environment


 Presented on September IS, 1998 by Subhas Sikdar, U.S. Environmental
 Protection Agency (EPA)  National Risk Management Research Laboratory
 (NRMRL)

VOC recovery technologies are of particular interest to U.S. EPA NRMRL. The Cincinnati
 laboratory needs to be familiar with both current and upcoming VOC recovery technologies in
order to support its technical  role in EPA and  to serve as a technical advisor to the regulatory
offices on  these technologies.

The strategic issues associated with managing VOCs in the environment are: 1) what emissions
data tell us; 2) industrial emission sources; 3) where the  problems are most evident; and 4)
strategies for reducing risks.

 "What Emissions Data Tell Us" -Toxic VOCs in the Environment
VOC data indicate that the majority of VOC emissions are anthropogenic and dilute (i.e., man-
made and at low concentrations). While this information  indicates that the  majority of VOC
emissions can potentially be controlled (i.e., the man-made portion), the prevalence of low
concentration streams indicates that control may be difficult to accomplish since few technologies
are currently available to control/recover low concentration streams  effectively. Since VOC
contamination  in  the  air  and water is  a major health and ecological risk that can lead to
tropospheric ozone formation,  stratospheric ozone depletion,  lung disease, and cancer, promising
technologies capable of treating  low concentration streams  need to be  developed.

Before Toxic Release Inventory  (TRI) data were available,  EPA and industry did not fully
comprehend industry's  contribution to VOC releases. After TRI data were released, EPA was able
to comprehensively assess  where pollution  was originating and develop a strategy for its
reduction. TRI data resulted in the development of a number of programs to reduce  emissions,
including the 33/50 Program for 17 chemicals, Project XL, and the Common Sense Initiative. TRI
data also  helped make industry and citizens aware of the seriousness of the pollution  issue. This
new awareness resulted in company-specific emission reduction programs, Responsible Care@
programs in the chemical industry, and the wide-scale acceptance  of pollution prevention
programs.

 "Industrial Emission Sources" and "Where the  Problems Are Most  Evident"
 Based on 1998 emission projections, the chemical, primary metals, petroleum, paper, and food
industries generated the most  production-related waste, with the chemical industry serving as the
largest emitter. A comparison with 1996 data indicates that the paper and primary  metals
industries experienced emission reductions of 0.5 and 2.0 percent (%), respectively, and that
petroleum industry releases remained unchanged during this period.  The chemical and food
industries, however, showed emission  increases of 6.8% and 83.1%, respectively, from 1996 to
 1998. It should be noted that many of the controls implemented by the chemical industry from
 1996 to 1998 were overshadowed  by the tremendous growth experienced by the industry during
that period.

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A review of production-related waste data  indicates that, on a pound-per-pound  basis,  methanol
(245 million pounds), toluene (126 million pounds), and xylene (88 million pounds) were the VOCs
emitted in the largest quantities in 1996.  Other high level or volume production-related waste
chemicals included: zinc compounds (209  million pounds), ammonia (193 million pounds), nitrate
compounds (169 million pounds),  chlorine  (67 million pounds), and hydrogen chloride (66 million
pounds).

"Strategies for Reducing Risk"
Three strategies can be employed to reduce VOC-related risk. The first strategy entails
remediating the contaminated media (land or groundwater) using a treatmentldestruction
technology such as bioremediation. In general, recovery technologies are not considered for
remedial efforts because the recovered contaminant rarely has reuse value.

The next strategy for reducing VOC-related risk involves the use of control technologies, like
incineration or catalytic oxidation,  to treat pollution  (e.g., VOC emissions).  In general, destruction
technologies are employed to deal with "end-of-pipe" emissions.

The third strategy involves using  pollution  prevention techniques to prevent the  generation  of a
pollutant. This can be accomplished by: 1) employing  material substitution, material avoidance,
and process changes (e.g., substitute an aqueous solvent for a chlorinated solvent); or 2)
recycling/reusing materials (e.g.,  methylene chloride recovery from polycarbonate manufacture,
solvent  recovery   from  paint  spray  booths, or in-process recycling of
reactants/byproducts/solvents).

All three strategic avenues are important for VOC management. Unfortunately, few  conventional
technologies  can efficiently remove, capture, or  recover/reuse VOCs from  low concentration
streams. The technical challenge faced by technology developers today is the development of
highly efficient, cost effective VOC recovery methods (e.g., low-cost designer sorbents  with  high
capacity or pervaporation, which  are capable  of transforming dilute  streams into highly
concentrated streams).  To support this effort, seminar participants were encouraged to  identify
currently available technologies, technologies that appear promising, and technologies that are
coming  in the near future.

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VOCs: Sources,  Definitions, and Considerations for Recovery


Presented on September 16, 1998 by Carlos Nunez, U.S. EPA NRMRL

This presentation gives an overview of major VOC sources and general considerations for product
recovery, including several basic and pertinent definitions.

Definitions
VOCs are defined as "any compound of carbon, excluding carbon monoxide, carbon dioxide,
carbonic acid, metallic carbides  or carbonates, and ammonium carbonate, which participates in
atmospheric  photochemical reactions."  If, however, the  photochemical reactivity of an organic
compound is negligible  (e.g.,  less than the reactivity of ethane), it can be excluded from
classification as a VOC.  Furthermore, once  a compound is classified as a  VOC, its specific
reactivity becomes irrelevant from a recovery/control perspective since  the regulatory mandates
(and the resulting recovery/control systems) focus on total VOC reduction goals, which fail to
weight individual compounds based on their reactivities.

Originally four compounds were classified as negligibly reactive (methane, ethane, methyl
chloroform, and trichlorotrifluoroethane).  Since 1977, 42 compounds or classes of compounds
have been classified  as negligibly reactive and added to the exempt list. Most of the exemptions
were determined by comparing the kOH value of the compound of interest to the kOH of ethane.
[Note: kOH is the reaction rate constant for the reaction of a compound with an hydroxyl (OH)
radical.] In 1993, however, EPA began evaluating exemption petitions based  on the maximum
incremental reactivity (MIR) of a compound. MIRs, which focus on the mechanistic aspects of
atmospheric reactions, are calculated based on the grams ozone produced per gram of compound
reacted;  acetone was the first  compound evaluated for exemption using MIR. Currently 15
exemption petitions are being processed.

Major VOC Sources
Based on 1996 data, processes that involve  solvent utilization are responsible for 33% of the
VOCs released to the atmosphere. The remaining 67% is provided by the following sources: 29%
from on-road vehicles, 13% from non-road vehicles, 7% from storage and transport activities,  3%
miscellaneous,  and 15% from other sources  (i.e., fuel combustion, chemical and allied product
manufacturing,  metals processing, petroleum and related industries, waste disposal and recycling,
and other industrial processes). Since approximately half of the releases associated with solvent
utilization can  be attributed to various coating operations, EPA Research Triangle Park has
targeted this area for further research.

It should be  noted that the VOC levels in 1996 represent total estimated reductions of 7% and
38%, respectively, from 1995 and 1970 levels. This can be attributed in part to significant
emissions reductions in the mobile sector due to uniform nationwide  controls.  (Note: Vehicle
emission rates  were  reduced by approximately 90%, compensating  for population increases and
the  two-fold increase in the number of vehicle  miles traveled.) It should also be noted that VOCs
from natural sources are almost equal to anthropogenic emissions; however  their atmospheric
impacts  are unknown.

Considerations for  Product  Recovery
Technical feasibility  and economic feasibility must be accounted for when considering product

                                          3

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recovery.  In order to determine the technical feasibility of a process, the following parameters
need to be evaluated: 1) recovery efficiency (regulatory requirement); 2) product quality (process
requirement); 3) the product's physical and chemical characteristics (e.g., vapor pressure,
molecular weight, polarity/solubility, and molecular size); and 4) emission stream characteristics
(e.g., flow rate, concentration, temperature,  moisture,  contaminants).  The economic feasibility of
a process can be determined by:I) identifying the capital and operating costs (recovery,
destruction, and new); and 2) comparing annualized costs to virgin material costs and the costs
of other treatment or disposal options. To be considered economically feasible, recovery costs
must be less than disposal/destruction and makeup material costs.  Ultimately, the process chosen
to control a VOC stream will need to balance technical and economic goals/limitations to meet
environmental  and corporate  requirements.

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Overview of VOC  Recovery Technologies


Presented on September 16,1998 by Kamalesh Sirkar, New Jersey Institute
of Technology (NJIT)

After providing some background information on recovery technologies, vapor- and aqueous-
phase VOC recovery processes were discussed.   Emphasis was  placed on vapor-phase
processes, since the majority of aqueous-phase systems are well known.

Background Information

References - Although there is a lack of consolidated sources of VOC recovery studies, the
following references were identified as useful resources:
    J.L. Humphrey and G.E. Keller, II, "Separation Process  Technology," McGraw Hill, New York,
    Chapter 7  (1987).
    N. Mukhopadhyay and E.  C. Moretti, "Current and Potential Future Industrial Practices for
    Reducing and Controlling Volatile Organic Compounds," Center for Waste Reduction
    Technologies (CWRT),  American Institute of Chemical Engineers (AlChE) (1993).
    Papers Presented in "Zero  Discharge Manufacturing: Removal of Organics from Air I, II, III,"
    Sessions 26, 27, and 28.  Preprints of Topical Conference on Sep. Sci.  and Tech., AlChE
    Annual Mtg., Part II, Los Angeles, CA, Nov. 16-21 (1997).

Definition - VOCs can be defined as organic chemicals with a vapor pressure of more than 0.1
millimeter of mercury (mm Hg),  at 20 degrees Celsius ("C)  and 760 mm Hg, which participate in
atmospheric photochemical reactions. This definition excludes carbon monoxide, carbon dioxide,
carbonic acid, metallic carbides or carbonates, and ammonium carbonate. Over 318  compounds
have been classified  as VOCs.  These compounds contribute to an annual VOC emission rate of
8.5 to 17 million metric tons  per year (from stationary sources) and an annual energy loss of 450
to 900 trillion British Thermal Units (BTUs) per year (approximately 3% of the total net U.S.
industry usage).

Industry Perspective-A CWRT study by Mukhopadhyay and Moretti (1993) yielded the following:
    Information on process  vents, wastewater operations, storage tanks, transfer operations, air-
    stripping operations, purge streams, devolatilization operations - Maximum Achievable Control
    Technology (MACT)  standards.
    Information on the reduction of aliphatic, aromatic, and halogenated hydrocarbons as the
    primary VOCs emitted; also significant amounts of alcohols, ethers, glycols, etc., were emitted
    User survey results indicating that users spend 40% of their capital expenditures on streams
    with flows  near 500 standard cubic feet per minute (scfm). This indicates that it is time to
    redirect research towards small flow streams since lower flow streams apparently command
    a substantial portion of the market. Additionally, the CWRT study notes that 80% of user
    capital expenditures are for streams with flows less than 5,000 scfm, an area which most
    developers  are  focusing on.
    User survey results indicating that users spend 90% of their capital expenditures on VOC
    streams with VOC concentrations from 500 to 10,000  parts per million (ppm). Additionally,
    50% of their capital expenditures are for VOC streams with concentrations from 1,000 to
    5,000 ppm and 8% of their  capital expenditures are for lean VOC streams with concentrations
    less than 500 ppm.

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    Supplier surveys indicating that 40% of their total sales are attributed to adsorbers.

 Basic Principles - In-plant gaseous stream sources (air/nitrogen) are often too numerous for
 collection and treatment by a central facility/process. In-plant liquid sources  are also numerous;
 however, these streams are usually collected for centralized cleanup. Additionally, when gaseous
 streams are treated, aqueous streams are often produced (and vice versa); thus a clear-cut
 distinction between treatment of gaseous and  liquid streams is not always possible.

Vapor-Phase Systems
 Gas-phase VOC recovery is typically accomplished using phase change processes (e.g.,
 distillation or condensation) or mass separating agent-based processes, including equilibrium-
 based processes (e.g.,  adsorption,  absorption, and membrane-based absorption) and rate-
 governed membrane processes (e.g., vapor permeation). Generally, however, most processes
 are hybrid processes, consisting of at least two separation techniques.

Adsorption and Regeneration  Processes - Activated  carbon, synthetic resin beads (styrene
 divinylbenzene polymers),  zeolites, and aerogels (which are regenerable at 50ฐC) are among the
 different types of adsorbents available for VOC recovery. Although activated carbon provides
 excellent adsorption, regeneration  can be difficult. Furthermore, activated carbon has poor
 stability, humidity control  problems, and is chemically reactive with certain contaminants (e.g.,
 causing bed fires from ketones, aldehydes, etc.).

When adsorption is used for VOC removal, the adsorbent can be regenerated using thermal
 regeneration, pressure swing adsorption (PSA), or with purge gas.  A variety of thermal
 regeneration processes are available, including  steam, hot nitrogen [450 degrees Fahrenheit (OF) -
 BOC - AIRCO], microwave, infrared (for fixed beds),  rotary wheels (for traveling beds), and
fluidized beds, A schematic of a fixed-bed adsorption process for recovery of acetone for  air and
 an adsorbent wheel with monolithic adsorbent were  presented as examples of  adsorption systems.

 Fluidized Bed Systems - The Polyadฎ Process was presented as an example of a continuous
fluidized bed process. This process utilizes a separate adsorber and desorber and a highly
abrasion resistant,  macroporous, polymeric pellet called Bonopore. During  operation, particles
are pneumatically transported from the adsorber to the, desorber, where they are regenerated
 using steam-heated, air-based desorption. The recovered VOCs are condensed using cooling
water. These units typically treat 35,000 cubic meters per hour (m3/hr) vapor streams, but have
a 500 to 500,000 m3/hr range. Additionally, special hydrophilic adsorbents (Optiporeฎ)  can be
 used for streams containing water vapor for adsorbing formaldehyde.

A schematic of a Sorbatheneฎ-DOW PSA process was presented to highlight some of the
characteristics of a PSA system. Although activated carbon PSA processes  have been  used in
90% of all gasoline vapor recovery systems installed at fuel loading terminals, including 1,000
 locations  in the U.S. and  500  international locations there is a  general misconception that PSA
 has to be performed using polymeric adsorbent. Because only adsorbents with high  butane
working capacities can be used (e.g., greater than 0.065  grams per cubic centimeter), only 4 of
 150 activated carbon adsorbents have appropriate retentivity (i.e., two wood-based and two coal-
 based). Typically these systems have to meet 10 milligrams hydrocarbon per liter (mg HC/liter)
and demanding regeneration vacuum requirements, [Note: The German limit  is 150 milligrams of
 hydrocarbon per normal  cubic meter (mg HC/Nm3), 65 times lower than the U.S. EPA limit]
 Furthermore, they primarily adsorb non-(CH,, C2H5) VOCs, such as C4H10, C5H12, C6H14, etc.

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Absorption - Absorption  processes should be selected based on the characteristics of the VOC
to be treated. Since water can act as an absorbent as long as an azeotrope is not formed,
conventional towers should be used to treat hydrophilic VOCs.  If a hydrophobic VOC requires
treatment, membrane-based absorption and stripping using heavy hydrocarbon absorbents is
probably appropriate. A schematic of an absorption process for recovering acetone from air was
presented,

Membranes - During membrane permeation,  the VOC  permeates through  a VOC-selective,
rubbery membrane composed of polydimethylsiloxane or polyoctylmethylsiloxane, leaving the
nitrogen and air behind.  These membranes come in a number of configurations, including spiral-
wound modules (from MTR, Inc.), round flat sheet membranes in a membrane envelope (from
GKSS, Inc.), and hollow fiber membranes having plasma-polymerized silicone  membranes (from
AMI, Inc.).  Typically, membrane  systems contain a condenser, compressor, and a membrane.
The flow diagrams developed for these systems are determined by  compression, condensation,
and membrane hybrid configurations. Three membrane process schematics highlighted some of
the different configurations possible with membrane systems: 1) membrane-based absorption and
stripping process; 2) flow swing membrane permeation; and 3) vacuum driven vapor permeation
process.

Condensation - A schematic of a condensation system  for removing acetone from  air and a
schematic of the Kryoclean™ VOC control system served as an aid to visualize condensation
systems.

Process options for removing VOCs from vent streams are summarized in Table 1.

           Table 1. Process Options for Removing VOCs from Vent Streams
Process
Membranes
PSA
Temperature swing
Adsorption/Fixed Bed
Moving/Fluidized Beds
Wheel-Based
Absorption
Refrigeration/Cooling
Freezing with Liquid Nitrogen
Maximum Pollutant Concentration
(mole % in feed,
except where indicated)
nearly unlimited
20 to 40
a few %
a few %
1,000 to 5,000 ppm
nearly unlimited
unlimited
unlimited
Maximum
Removal
(%)
90 to 98
greater than 99
greater than 99
90 to 98
98
90 to 98
50 to 75
greater than 99
A comparison of vapor-phase VOC recovery technologies,  based  on air feed rates and acetone
concentrations, indicates  the following:
    Membranes are appropriate for high concentration (greater than 2% acetone), low flow rates
    (from 100 to 1,000scfm)
    Absorption technologies are appropriate for high  concentration (greater than 2% acetone),

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    medium to high flow rates (from  1,000 to 10,000 scfm), and for low to medium concentration
    (0 to 2% acetone), high flow rates (greater than 2,000 scfm)
    PSA is appropriate for low concentration (less than 0.3% acetone),  low to medium flow rates
    (from 100 to 2, 000 scfm).
This comparison also indicates that a number of technologies  (e.g., membranes,  PSA, etc.) are
competing against each other for  the medium concentration  (0.3 to 2%  acetone),  low  to
medium/high flow (100 to 2,000 scfm) streams.

Aqueous-Phase  Systems
Aqueous-phase VOC recovery is typically accomplished  using phase change processes, filtration
processes, or mass separating agent-based processes. Appropriate  mass separating  agent-
based  processes include equilibrium-based processes (e.g., adsorption and stripping) and rate-
governed membrane processes (e.g., pervaporation). Like gas phase systems, most  processes
are generally hybrid processes, consisting of at least two separation techniques. An aqueous
VOC recovery which employed a combination  of several  processes (stripping, adsorption, etc.)
was shown to illustrate prevalence  of hybrid  systems for dealing with  aqueous phase VOC
recovery.

Stripping - A schematic of an  open-  and a closed-loop stripping/adsorption system was used as
an introduction to stripping processes. Steam- or air-stripping effectiveness can be evaluated
using  the following equation:
where,
    K"  = the dimension less Henry's Law constant
    Y   = gas phase mole fraction
    x   = liquid phase mole fraction
    fฐ  = fugacity, which can be approximated by the vapor pressure
    Y™  = infinite dilution activity coefficient
    P  = total pressure.

Contaminants with a !og10K~ which is greater than -2 and less than 2 tend to be highly hydrophilic,
low molecular weight compounds which are difficult to strip (e.g., ethylenediamine, ethylene glycol,
formaldehyde, acetic acid,  phenol,  methanol,  acetone,  1-butanol,  and  ethyl  acetate).
Contaminants with  a log10K" greater than 2 are usually easier to strip (e.g., methylene chloride,
chloroform,  benzene, toluene, carbon tetrachloride, vinyl chloride,  and l-hexane).

Surfactant-enhanced carbon regeneration is an  interesting technology  in which the organic-
saturated column is regenerated first with sutfactant and then with water. The surfactant rinse
produces a surfactant/organic stream; the water rinse produces a water/surfactant stream.

Pervaporation - Pervaporation processes are also used to remove organics from aqueous
streams. Table 2 contains typical VOC/water separation factors for pervaporation. Surfactant
enhanced  aquifer remediation for  surfactant recovery can also  be employed during soil
remediation. This application of the technology was discussed by Leland Vane in another session.

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            Table 2.  Typical VOC/Water Separation Factors in Pervaporation
VOC/Water Separation Factors {Volatile Organic Compounds
greater than 1,000
100 to 1,000
10 to 100
1 to 10
Benzene, ethyl benzene, toluene, xylenes,
trichloroethylene, chloroform, vinyl chloride, ethyl
dichloride, methylene chloride, perfluorocarbons, hexane
Ethyl acetate, ethyl butyrate, hexanol, methyl acetate,
methyl ethyl ketone
Propanol, butanol, acetone, amyl alcohol, acetaldehyde
Methanol, ethanol, phenol, acetic acid, ethylene glycol,
dimethyl formamide, dimethyl acetamide
Hybrid Process - A variety of hybrid processes can be used for wastewater treatment including:
1) air-stripping followed by activated carbon adsorption of the stripping air; 2) steam-stripping
followed by condensation; 3) activated carbon adsorption followed by steam-stripping; and 4)
solvent  extraction followed by distillation. Additionally, wastewater from stream-stripping can be
treated by reverse osmosis and concentrated for recovery by pervaporation.

A comparison of aqueous-phase VOC recovery technologies, based on feed rates and VOC
concentrations,  indicates the following:
    Chemical oxidation, ultraviolet (UV) destruction, or air stripping/carbon adsorption are
    appropriate for low concentration (from 0.001 to 0.01% VOC), low to high flow rates (from 0.1
    to 1,000  gallons per minute, or gpm)
    Pervaporation is appropriate for medium concentration (from 0.01  to 10% VOC),  low to
    medium flow rates (from 1  to 100 gpm)
    Steam stripping is  appropriate for medium concentration (from 0.01  to 10% VOC), medium
    to high flow rates (from 10 to 1,000 gpm)
    Distillation and incineration are appropriate for high  concentration (from  10 to 100% VOC),
    low to high flow rates (from 0.1 to  1,000 gpm).

Conclusions
    Need comparative  economics and evaluation for air/nitrogen streams having: 1) large flow
    rates, 2) hydrophobic VOCs, and 3) hydrophobic and hydrophilic VOCs
    Need comparative  economics and evaluation for aqueous waste streams utilizing different
    processes (e.g., stripping, reverse osmosis, pervaporation, solvent extraction, and distillation)
    and combinations of processes
    Need compact and flexible devices for vents from small-scale equipment
    Need more VOC-selective pervaporation  membranes for polar VOCs
    Need membrane-based,  compact and cheaper steam strippers
    Need selective and stable adsorbents that are strippable using small temperature changes
    Need to  continue  to improve PSA processes.

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Industrial Research Programs


Presented on September 16,1998 by Edward Moretti, Baker Environmental

This presentation gives an overview of new applications, developments of existing  technologies
and innovative technology developments.  Although the seminar emphasizes VOC recovery,  both
recovery and destruction technologies were presented. This was done to ensure that the seminar
participants were aware of the technologies that recovery processes compete against,  both
technically and economically. Volume reduction technologies were not discussed, since these
technologies have moved from research  to application.

New Applications of Existing Technology

Membrane Separation - During  membrane  separation, contaminants are recovered from waste
process streams using permeable membranes. Membrane separation has been used in the  past
for water quality management and has recently been used for air  management, particularly VOC
recovery.  Membrane separation is used to recover compounds that are not efficiently  recovered
using adsorption  and  condensation,   Membrane  separation is increasingly being used for
halogenated solvents and is  a good alternative for recovering expensive solvents.

Biofiltration - Biofiltration has been used frequently  in Europe for odor control and is currently
expanding into a number of other areas.  During biofiltration, VOCs are destroyed in biologically
active filter beds. The technology has a  50% success rate for sustained operation and some
success with gasoline and benzene, toluene, and xylene (BTX) vapor streams. It also has low
operating  costs and  energy usage.

Photochemical Destruction Technologies - Photochemical destruction technologies destroy
VOCs using UV  radiation and oxidants.  In general, this  technology has limited commercial
application.

New Developments Using Existing Technologies

New Adsorbents - Adsorbents other than granular activated carbon are currently being developed
including zeolites, polymers, and carbon filters. In addition to treating a larger number and range
of VOCs, these adsorbents offer improved performance for high boiling point compounds, humid
vapor streams, and  exothermic adsorption.

Newer Bed-Reoeneration Options - A number of newer bed regeneration options have been
developed, including the  following:
    Refrigeration (e.g., Brayton Cycle Systems)
    Solvents (e.g., acetone,  methanol)
    Vacuum (e.g., PSA)
    Inert gases (e.g., nitrogen)
    Resistive electrical heating
    Microwave heating.

Resistive  electrical heating and microwave heating both use the  electrical characteristics of the
adsorption material (carbon or other) to regulate  the temperature of both the adsorption material

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and adsorbed  compounds.

New Packing Materials and Cryogenic Fluids for Condensation - Research continues on new
packing materials to reduce fouling and on cryogenic fluids for condensation (e.g., liquid nitrogen
and liquid carbon dioxide).

Innovative Technology Developments

Totally New Concepts and Market Drivers - The destruction of VOCs using ionized gas (e.g.,
plasma) is a relatively new concept. The plasma is a high temperature ionized gas that reacts with
VOCs to form  carbon dioxide, hydrogen, and water. Corona discharge plasma reactors and
electron beam reactors are also being developed. The VOC innovative technology market has
been driven by the type and concentration of VOCs encountered in exhaust streams, exhaust
stream flow rates (e.g., high concentration, low flow rate streams are well suited), and  regulatory
pressure.  Emphasis has been placed on developing technologies capable of treating more
difficult streams (e.g., multiple VOC  streams, halogenated VOCs)

Benefits and Risks of Innovative Technologies - The benefits of using innovative technologies
include permit waivers (to accommodate these technologies as they are developing) and
demonstration co-funding.   The risks associated with using innovative technologies include
unknown operation and maintenance (O&M) costs, scale-up problems  (from bench to pilot to
commercial applications), unacceptable process changes, unknown waste generation costs,
unknown long-term operational reliability, and unknown long-term reliability to meet regulatory
performance standards. These challenges can be  met by technologies capable of demonstrating
technical feasibility and attractive economics.
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VOC Recovery  Research at EPA Office of Research  and

Development (ORD)


Presented on September 16, 1998 by Teresa Hat-ten,  U.S. EPA  NRMRL

The Clean Products and Processes Branch at U.S. EPA NRMRL uses the risk management/risk
assessment paradigm to prioritize its  research efforts. This  approach was recommended by the
Science Advisory Board which is responsible for reviewing EPA's research.   EPA NRMRL in
Cincinnati, Ohio focuses on the risk management facet of the paradigm, while the other three
laboratories in ORD focus on risk assessment.

EPA NRMRL in Cincinnati, Ohio is currently concentrating its research efforts on pervaporation,
temperature swing sorption, and pollution prevention tools. These efforts are summarized below.

Pervaporation
Pervaporation combines permeation and evaporation to transfer contaminants from a liquid stream
through a non-porous VOC-selective membrane to an inert gas vapor stream. Pervaporation
research at EPA NRMRL in Cincinnati originated from a joint EPA/Department of Defense (DOD)
effort to identify/develop a technology capable of  remediating contaminated groundwater at DOD
sites. EPA NRMRL  has begun an industrial pollution prevention pervaporation research project
designed to investigate regeneration of cleaning alcohols  using dehydration. (Note: Cleaning
alcohols are being used by a  number of facilities as an alternative to chlorinated solvents.) Other
EPA NRMRL research  projects are described in  the following subsections.

Remediation Fluid Recycling - A DOD-sponsored effort that is discussed in detail in Leland Vane's
presentation "Dehydration and VOC  Separation  by Pervaporation for  Remediation Fluid
Recycling."

Pervaporation Performance Prediction Software and Database (PPPS&D) Development -
Version 1 of the software  program contains a tutorial to educate the user, a research database
developed  using research and commercial data, and numerical and other models which  can be
used to predict bench-scale performance. Version 2 , which will be used to predict pilot-scale
performance, and Version 3 , which will be used to estimate pilot unit costs, will be developed
under a Cooperative Research and Development Agreement (CRADA) with  Mempro, a privately
owned  software company.

Polymer/Ceramic Composite Membrane Development-These membranes can potentially operate
at separation factors of 3,000 to 10,000.

Conductive Membranes and Films for Separation Processes - Electric currents are  used  to heat
the separation membranes using resistive heating, thereby encouraging contaminant vaporization.

Temperature Swing Sorption
Like pervaporation, temperature swing sorption research at EPA NRMRL in Cincinnati started as
a DOD-funded effort. In this case, however,  the DOD was interested in identifying/developing a
technology which would be capable of recovering VOCs from paint spray booth streams (which
typically contain water vapors). Temperature swing sorption uses a polymeric sorbent material


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instead of carbon to separate contaminants from a process stream. Unlike traditional adsorption
(during which the contaminated air is heated and cooled cyclically), only the sorbent, not the air
stream, is cooled during the sorption phase; this increases both capacity and efficiency. Also,
regeneration is completed in place and the presence of water vapor should  not affect capacity.

The technical objective of this research is  to develop a cost-effective technology for recovering
VOCs from paint spray booth exhausts.  Recovery becomes viable when low VOC coating
formulations can not be used or when reductions are mandated by a State Implementation Plan
(SIP).

Pollution  Prevention Analytical Tools Development
EPA ORD is currently developing process  simulation software (waste  reduction algorithm) which
can be used as an add-on package to commercial software programs. This software can be used
to predict waste generation from various process configurations, which can be modified by the
user. EPA ORD is also  developing a number of life cycle tools for inventory and impact
assessment. These tools can be used during technology development to assess relative
environmental impacts  of  various chemicals/wastes (e.g.,  ozone depletion, global warming,  and
human and  ecological  toxicity).
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Short Flow Path  Pressure Swing Adsorption  -  Lower Cost
Adsorption  Processing SHERPA™


Presented on September 16, 1998 by William Asher, SRI  International

SHERPA™ is a short flow path PSA process which can be used for lower cost adsorption
processing. With this process, the flow path is reduced from several feet to a fraction of an inch.
By reducing the flow path, the size  of the unit used to remove VOCs is decreased by a factor of
100. This  results in lower capital costs and space requirements.

The PSA cycle has three steps: 1) pressurization,  2) high pressure flow, and 3) depressurization.
During the pressurization step, VOC adsorption begins as process air (usually at a vacuum) flows
into the adsorber through an open valve at the bottom of the unit. Since  the outlet valve located
at the top  of the unit is closed, pressure continues to build as process air enters the unit. Once
atmospheric  pressure is achieved, the  outlet valve is opened and the  second  step in the cycle,
high pressure flow, begins.  During high pressure flow, both the inlet and outlet valves remain
open. During this step, contaminated air enters the unit, is cleaned by the adsorber, and exits
through the outlet valve.  Step 3, depressurization, begins after the adsorbent has  become
saturated  with contaminants. During this step the exit valve is closed,  and contaminants are
removed from the adsorbent through the valve at the bottom of the adsorber. As depressurization
continues,  the pressure in the adsorber decreases to vacuum levels and  the feed and adsorbate
flows decrease to close to zero.

Conventional PSA beds are approximately 5 to 20 feet long and contain evenly distributed
adsorbent  particles. They can be as large as one eighth of an inch in diameter in order to limit the
pressure drops across  the beds. Prior hollow fiber PSA contactors use hollow fibers to lower the
pressure drop across the length of  the 'bed. As a result, smaller particles can be used  with this
configuration.

Although these prior hollow fiber systems are more efficient than conventional PSA beds, their
efficiency is limited by the diffusion of contaminants from the hollow fibers to the external surface
of the adsorbent particles. To address this limitation, every other fiber has been blocked  in newer
hollow fiber systems, causing process air to enter the bed through one set of fibers/tubes  and flow
through  adsorbent particles to the adjacent fibers,  where the process air is transferred out of the
system.  With this configuration, the most distant particles are utilized and there  is no selectivity
for the fibers.  As a result, the flow path drops from several feet to a fraction of an inch.

The reduction in flow  path experienced using the newer hollow fiber configuration results in
tremendous cost and performance advantages. In  addition to being  able to use particles  as small
as 20 microns in diameter, both the cycle time and the bed size are reduced by a factor of up to
100. This  results in a much smaller and lower cost unit. Also, diffusion  to the adsorbent is no
longer the limiting step in the process. (Note: Bed size is directly proportional to cycle time.)
According  to the developer, the new paradigm is  different in kind and  concept from all  previous
hollow fiber adsorbers and all previous rapid cycle PSAs. Additionally, the feasibility of the new
contactor has been experimentally established.

The contactors are composed of a woven "mat" which is rolled up and  placed within a case. The


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mat is composed of sorbent, solid filaments, porous hollow elements with sealed ends, and an
impermeable layer. The contactors can be manufactured using Celgardฎ fiber, fabric, a center
tube with a central plug, and resin.

The newer PSA systems can be used for the removal and/or recovery of VOC (using established
and new adsorbents) and natural gas (using natural gas liquids, water, and acid gases). It can
also be used for separations on petrochemical light ends and to remove and/or recover a number
of other gases. As SRI approaches commercial application of this system, they have recently
entered  into discussions with hollow fiber producers/module fabricators and valve manufacturers
for less than l-second valves. The system  is  particularly applicable to new sorbent systems under
development.
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Solvent  Recovery Applications at  3M


Presented on September 16,1998 by James Carmaker, 3M Corporation

This presentation is divided into two main components: an overview of solvent recovery
applications at 3M and a case study based on real data.

Solvent Recovery Applications at 3M
3M has 110 VOC air pollution control systems worldwide: 85 thermal oxidizers and 25 solvent
recovery units.  The first systems were installed in the1970s. In 1987 the Air Emission Reduction
Program (AERP) became global corporate policy. Under this policy all sources which emit more
than 100 tons per year must meet local government standards and AERP requirements of 81%
control for existing sources and 90% control for new sources. Since AERP's adoption, emissions
have dropped from over 100,000 tons per year in  1990 to just over 20,000 tons per year in  1997.

To date, 3M has invested approximately $260  million in VOC control systems and  received the
following awards:
    1996  - President's Sustainable Development Award for 3P Program
    1995  - Environmental Champions Award for  Air Emission  Reductions (U.S. EPA)
    1995  - Energy Efficiency Award for Brayton  Cycle Solvent Recovery Systems (Alliance to
    Save  Energy).
    1991  - Stratospheric Ozone Protection Award (U.S. EPA)
    1991  - Winner of the President's Environment and Conservation  Challenge Award Citation.

3M currently uses 15 carbon  adsorption systems (13 which employ steam regeneration and 2
which use  inert gas regeneration),  10 inert gas condensation systems (which condense solvents
on cooling coils), and 5 liquid wet scrap distillation systems (which recover solvents from
hazardous waste). The carbon adsorption process airflows range from 6,000 to 102,000 scfm
and the inert gas condensation process solvent rates ranges from 5 to 900 pounds per hour
(Ibs/hr). Hexane,  heptane, toluene, naptha, ethanol,  isopropyl alcohol,  ethyl acetate, methyl ethyl
ketone, cyclohexanone, and carbon disulfide are among the solvents recovered with 3M's solvent
recovery systems.

In general, 3M  favors solvent recovery applications with the following characteristics:
    High VOC usage rates
    Fixed  solvent blends (to ensure cross-contamination does not occur)
    Reuse solvent in process
    High solvent value
    Continuous operation (to  provide enough payback to justify the higher costs).

Solvent Recovery Case  Study (3M Hutchinson, Minnesota)
The 3M Hutchinson, Minnesota facility is an audio/video tape manufacturing facility which utilizes
methyl ethyl ketone,  toluene, and cyclohexanone  during production. In 1990, 3M installed  a
solvent recovery plant at this facility which uses carbon adsorption, steam regeneration, and
solvent distillation.

The solvent recovery plant is a continuous process which operates, with the help of two operators,
24 hours  a day, 360 days per year.  The plant  is designed to process  102,000 scfm of

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contaminated process air and recover 5,100 pounds of solvent per hour. The recovered solvent
is composed of methyl ethyl ketone (55%), toluene (30%), and cyclohexanone (15%). The system
is designed to yield a recovery efficiency of 99% and to produce a recovered solvent which is 99%
pure.

During  adsorption (which lasts 132  minutes)  75,000 scfm of solvent-laden  air is typically
processed. Once the adsorption cycle is complete, the regeneration cycle begins.  During
regeneration (which lasts 40 minutes) 16,500 Ibs/hr of steam are introduced to the adsorbers.
The regeneration phase is then followed by a cooling phase (which lasts 23 minutes), during which
14,000 scfm of ambient air is introduced to the adsorbers.

The adsorption plant performance can  be  summarized as follows:
    Processes 75,000 scfm of solvent-laden air with a temperature of 95ฐF and 45% R.H.
    Produces 2,800 pounds of solvent per hour
    99.5% adsorption efficiency
    4 to 10% carbon working capacity
    Generates 5 to 8 pounds of steam for every pound of recovered solvent.
The reaction chemistry of the system also results in the formation of diacetyl and adipic acids
(from methyl ethyl ketone oxidation) and the potential for a ketone-related fire at carbon monoxide
concentrations below 5 ppm.

The distillation process employed at the 3M Hutchinson,  Minnesota facility generates  67,000
pounds  of solvent per day. During the distillation  process, water/solvent separation is performed
using decanters and wastewater stripping columns. The separated solvent is then  neutralized
using a wash column and distilled using dehydration,  methyl ethyl ketone, toluene, and
cyclohexanone  columns.

As of May  1998, 1,610,751 pounds of methyl ethyl  ketone, toluene, and cyclohexanone were
recovered by the plant's solvent recovery system. Overall, 99.4% of the recovered solvents were
later applied at the plant. The net percent of recovered solvent applied was 101.7%,  99.9%, and
90.1% for methyl  ethyl ketone, toluene, and cyclohexanone,  respectively.

The solvent recovery system was  started in 1990  and temporarily shut down in 1991 following an
adsorber carbon bed fire and adsorber implosion. The process was later reformulated in 1993 to
reduce chloride production. In 1997 the MACT modifications were installed. These modifications
included 41  mixing kettle vents,  3 wash tank vents, and 20 solvent recovery vents (15
tanks/vessels and 5 distillation columns).

Capital costs for this system totaled $23,400,000. This total includes $19,500,000  for installation,
$2,500,000 in  recommissioning, and $1,400,000 in MACT modifications.  Annual operating costs
averaged $3,300,000. Approximately 13,200,000 pounds of methyl ethyl ketone; 7,200,000
pounds  of toluene; and 3,600,000 pounds of cyclohexanone were recovered per  year.  The total
value of the recovered solvent equaled $7,968,000 (i.e., $5,016,000 for methyl ethyl ketone;
$1 ,1 52,000 for toluene;  and $1,800,000 for cyclohexanone).
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The Economics of Recovery: Using the Office of Air Quality,
Planning,  and  Standards (OAQPS)  Cost Manual as a Tool for
Choosing  the  Right Reduction  Strategy


Presented on September 16,  1998 by Dan  Mussatti, U.S. EPA OAQPS

The OAQPS Cost Manual is one of the principal engineering tools for predicting/assessing control
costs. It was developed by the Innovative Strategies and Economics Group within the Air Quality
Strategies and Standards Division  in OAQPS. The manual is available on the Technology
Transfer Network (TTN) web page at http://www.epa.gov/ttn/catc/products.htmi#cccinfo.

The OAQPS Cost Manual  frequently  serves as a reference and template for other cost manuals
produced within and outside the EPA. It  is designed to be general in nature, rather than control-
or vendor- specific. It provides information on "how" a control works and costs incurred using the
control. The level of detail contained in the OAQPS Cost Manual is rigorous  and complete,
particularly in regard to smaller costs that are easily overlooked. The OAQPS Cost Manual is
designed  for estimating costs for regulatory development [Regulatory Impact Analysis (RIA) etc.].
Although it does not cover  every situation, it contains default assumptions that can be customized
to fit a specific situation better.

The OAQPS Cost Manual is an evolving document which is presently under review/revision.  It
currently contains eleven chapters, with  two new chapters forthcoming:
    Introduction
    General discussion of costs
    Nine chapters on control devices (incinerators, flares, adsorbers, filters, precipitators,
    condensers,  hoods, ducts, and  stacks).
    Nitrogen oxide  (NO,)  control devices (forthcoming)
    Permanent total  enclosures  (forthcoming).
Plans have been made to include a chapter on compliance assurance monitoring and to also add
text throughout the document addressing the  costs associated with retrofitting and process
uncertainty.

In addition to discussing traditional accounting costs (e.g., the types  of costs seen on a financial
or profit/loss statement), the manual accounts for social costs, both tangible and intangible.  Social
costs are more  difficult to quantify than accounting costs and are frequently forgotten in traditional
cost evaluations. They consist of both tangible costs which can be measured to  some  extent
(increased  morbidity/mortality due to pollution,  property damage due to pollution, productivity
losses, and crop and livestock damage), and intangible costs (habitat  loss, diminished biodiversity,
aesthetic  loss,  option values, and existence values) which are very difficult to place a monetary
value on. Accounting costs, on the  other hand, are relatively  easy to address and consist of
annual costs (direct and indirect, fixed and variable, and recovery and salvage) and investment
costs (land, capital, and salvage value).

Most firms are  concerned with maximizing profits/revenues in the long-term and minimizing costs
in the short-term. Thus, in  the short-term  many firms want to  select a control strategy  that has the
lowest marginal cost of operation (i.e., the lowest cost of the next increment removed) over the
relevant range, while in the long-term they are more likely to choose a control strategy with the

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highest "net present value." Unfortunately, when comparing  the marginal costs associated with
different "control" alternatives (e.g., a recovery process versus incineration), many companies fail
to account for the social costs associated with the alternatives (Resource Conservation and
Recovery Act costs, recycling revenues, etc.). This may cause a company to choose a non-
recovery-based  system (e.g., incineration)  based on an analysis which  underestimates the
alternative's true and full cost.

The experiences of a graphics printing enterprise highlight how social costs impact control strategy
selections.  This company originally used four different  solvents as  part of its operation, resulting
in a waste stream that could not be recovered for  reuse  and causing the owners to favor
incineration over traditional  disposal alternatives (due to disposal-related  regulatory liabilities). In
response to these issues, the printing company chose to reformulate its process so that only one
solvent was used (i.e.,  hexane). It then installed carbon adsorbers to  recover the solvent for in-
plant reuse.  Not only did it essentially become a net supplier of hexane, but the company was
also able to meet the discharge standards at a  reduced compliance cost.

In this  and  other approaches being applied, a reduction strategy was selected after first examining
the facility outputs with  regard to the following:
    Identify the compounds in the effluent stream to  be controlled
    Determine whether the effluent stream has value
    Determine whether the effluent stream contains toxic substances and, if so,  whether those
    toxic substance  are valuable  and identify their disposal  requirements.
If the effluent stream contains toxic substances that have  no  value, then  incineration  is probably
the most cost-effective alternative.  If, however, the  effluent stream contains substances that have
salvage value (e.g., reuse potential), then alternative technologies for recapturing the substances
should be considered and their costs (i.e., net of salvage value)  compared to the cost of
incineration.

Ultimately a system is chosen based on how much control  is needed. The  "bad news" is that "The
cost of reduction (control) is directly related to the level of  reduction, and the level of reduction is
highly  correlated to how many regulations apply to the industry." The "good news" is that there
is  a new tool available, called the Air Compliance Advisor (ACA), that can be used to help end-
users solve complex air management problems.

ACA is a customizable decision support tool consisting of an integrated  package of databases,
algorithms, and models. End-users can modify ACA by  resetting the default values (e.g.,  formulas
and labor costs) to mimic specific situations.  It is also a framework in which many models operate
(and many more can be added).

ACA was developed by the Strategic Environmental Research and Development Program
(SERDP)  under a joint agreement between  DOD, EPA, and DOE. It is composed of: data and
analysis algorithms; data libraries; chemical properties; regulatory data; a hierarchy of source
types;  emission control technology information; pollution prevention information; and "suggestions"
data. It contains information on the following control technologies:
    Carbon adsorbers  (single bed and multiple  bed)
    Thermal incinerators (catalytic,  recuperative, and  regenerative)
    Flares (self-supported, guy-supported,  and derrick-supported)
    Gas absorbers
    Refrigerated  condensers


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    Wet scrubbers for particulate  matter (PM) (venturi,  impact)
    Baghouses (pulse-jet, reverse air,  shaker).
Plans are currently being made to also include information on other common VOC and NO,
controls.

ACA uses algorithms from AP-42, Water 8 documentation, and AQUIS. It can be used to
calculate actual and potential emissions rates and as a means of documenting emission factor
ratings and references  (approximately 75% complete). ACA is available free of cost on the TIN
web site at http://www.epa.gov/ttn/catc/.
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Rotary  Concentration and Carbon Fiber Adsorption


Presented on September 16,1998 by Ajay Gupta, Durr Environmental

Rotary Concentration
Rotary concentrators are a variation of conventional adsorption technologies which simultaneously
perform adsorption, desorption  (using hot air), and cooling.  They use a rotating cylindrical
honeycomb element that has been impregnated with adsorbent (carbon,  zeolite, or a combination)
to separate contaminants from process streams.

Before entering the rotating honeycomb element, process air is first treated to remove particulate
(using a filter house, venturi scrubber,  or electrostatic precipitator) and then forwarded through a
static adsorption unit (usually containing granular activated carbon). The majority of the process
air (approximately 90%) proceeds directly through the rotating element where approximately 95%
of the VOCs are removed by adsorption. A small portion (e.g., 5 to 10%) of the process air is used
to cool the honeycomb element. After exiting the element, the cleaned  air is heated and re-
circulated through the rotating wheel  in order to desorb VOCs from the element. The solvent-
laden air is then forwarded to a thermal oxidizer (recuperative, regenerative, or catalytic) for
thermal treatment for VOC destruction.

Rotary concentrators are typically used  to treat high volume (5,000 to 600,000 scfm), low
concentration streams [less than 1,000 parts  per million by volume (ppmv)] produced by paint
spray booths (automotive  and others), printing operations,  semiconductor applications, and
fiberglass plastic manufacturing operations. They have  been used to concentrate/control a  wide
range of VOCs, including alcohols, aliphatics, ketones, glycols, and  chlorinated compounds.
Since process streams with less  then ten or more organic components are rare, opportunities to
use rotary concentrators to recover solvents have been limited.

Rotary concentrators normally operate at process temperatures of less than 100ฐF and humidities
of less than 65% for carbon and less than 95% for zeolite. They are generally used to treat
process streams with concentrations of less than 1,000  ppmv in order to ensure that  lower
explosive limits (LEL) are not exceeded. (Note: Typically the  desorption air exiting the rotating
element is ten times more concentrated than the untreated process air entering the cylinder.)
These systems also operate at VOC removal efficiencies of 95% or greater.

Rotary concentrators can potentially be used for the following solvent recovery  applications:
    Pre-concentrator for a  conventional solvent recovery system
    Solvent recovery for VOCs with high LELs (e.g., for trichloroethylene at a concentration of up
    to 80,000 ppmv)
    In series to achieve concentrations which are 100  times greater than pretreated process air
    concentrations. In  addition to yielding  much higher concentrations, these systems will also
    be compact, light weight, have low pressure drops (4 to 5 inches  water), and perform
    continuous solvent  recovery, (Note: A  new design, which  uses concentrators in series, has
    been developed but has not yet been patented.)

Carbon  Fiber
Carbon fiber solvent recovery systems are  batch systems which sequentially  perform adsorption,
desorption (with steam), and  cooling.  These systems use high capacity carbon fiber non-woven

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mats setup in a baghouse-like configuration to separate contaminants from process streams.
They have been used for the last 15 to 20 years in Germany and Japan; however,  cost concerns
have limited their use in the U.S.

Carbon  fiber systems are typically used to treat high concentration streams (greater than 1,000
ppmv) produced by chemical manufacturing operations, pharmaceutical facilities, printing
operations,  and the painting  and coating industry. They  have  been used to concentrate/control
a wide range of VOCs,  including alcohols (excluding methanol and ethanol), aliphatics, aromatics,
ketones, glycols, and chlorinated compounds (including trichloroethane, methylene chloride, and
trichloroethylene).  Carbon fiber systems can also effectively treat flows of greater than 1,000
scfm, with the average single  unit treating up to 15,000 scfm. (Note: Carbon fiber systems are not
able to treat methanol and ethanol  cost-effectively because carbon  has a low capacity for these
compounds.)

Carbon  fiber systems normally operate at process stream temperatures of less than 150ฐF and
humidities of less than 95%. They are generally used to treat process streams with concentrations
that are greater than 1,000 ppmv and generally  operate at removal efficiencies of 90 to 98%.
Although the pressure drops and system removal  efficiencies are similar to packed bed systems,
steam consumption is lower and the units generally weigh less and are smaller in size (i.e., smaller
footprints).  The quality of the recovered solvent is also  very high, in part because the carbon
fibers are relatively free of impurities.

Activated carbon fiber matrices also have far more micropores than granular activated carbon
pellets. This contributes to much faster adsorption and desorption kinetics experienced  by carbon
fiber systems as compared to traditional  granular activated carbon  systems.
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Zeolite Adsorption and Refrigeration - CONDENSORB™ VOC

Recovery  System


Presented on September 16,1998 by Jon Kostyzak, M&W Industries

The  Condensorb™ System combines high control  efficiency, mechanical simplicity, low
maintenance, low space requirements, and flexibility (e.g., changing solvents and flow rates) to
cost-effectively  recover concentrated dry solvent.

The Condensorb™ System is a combination of fixed  bed zeolite adsorption and mechanical
refrigeration condensation. This configuration allows the Condensorb™ System to treat large
volumes of process  air with low solvent loadings cost-effectively. The system typically removes
95 to 100% of the VOCs and hazardous air pollutants (HAPs) (including alcohol, acetate, and
other water soluble solvents) from high flow rate process exhausts.

During treatment, process air is sent through a prefilter (as needed) to remove particulates before
entering the concentrator. The concentrator is composed of a number of zeolite cells/bed which
are responsible for removing the VOCs/HAPs from the process stream. During  regeneration,
warm air is sent through the concentrator (one to two zeolite beds only) in order to recover the
VOCs/HAPs adsorbed by the zeolite beds. The ultra-low flow warm air used to regenerate the
zeolite beds produces a regeneration air stream highly concentrated in VOCs. Although relatively
dry, the  regeneration air is sent through a drying stage after it leaves the concentrator to remove
any moisture which may have entered the concentrator with the process air. The regeneration air
is then forwarded to a mechanical refrigeration condenser, where it is chilled to 20 degrees below
zero. The recovered VOCs and HAPs are collected and the residual air forwarded  to the
concentrator for final treatment.

Since steam is  not used to  regenerate the zeolite cells,  the Condensorb™ System does not use
a boiler. This saves on space, capital investment, and energy costs. Boiler-related tasks, like
decanting and  pH adjustment,  are also avoided.  Also the recovered solvent is relatively dry,
making it a more usable product.

Power costs are also lower than for traditional  recovery or destruction systems since the
Condensorb™ System  consumes little power and no fuel. Additionally, VOC or HAP recovery
allows the unit to achieve a return on the investment.

The Condensorb™ System has the following advantages and disadvantages as compared to a
traditional solvent recovery system:

Advantages
     Recovered VOC/HAP  adds economic  benefit
     No  fuel consumption
     No  NO, production
    Very low pressure  drop
     Relatively  quiet
    95% minimum recovery
    Adsorption media  easily replaced/updated


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    Very high uptime reliability
    Existing solvent  recovery system can be retrofitted
Disadvantages
    Particulate filtration may be needed
    Inlet temperature is limited to  140ฐF (maximum).

A case study involving a flexographic printing operation demonstrates the economic payback that
can be achieved using the Condensorb™ System. This company currently has a 45,000 scfm
carbon solvent recovery  system which needs to be updated to achieve an ethanol  removal
efficiency of 95% or greater. With the present system, it currently costs $3.34 to recover a gallon
of solvent. This cost  includes $1.57 per gallon to neutralize the recovered solvent.

By replacing the traditional solvent recovery system with the Condensorb™ System, a control
efficiency for ethanol of greater than 95% will be achieved at a lower recovery cost that is less
than $1.25 per gallon of recovered  solvent. Also, at least 50 gallons of ethanol lost per day using
the traditional system can now be  recovered using the Condensorb™ System.

An analysis  of the cost and recovery estimates yielded the following  "payback" results using the
Condensorb™ System:
    Greater than 95% control of ethanol
    132,000 gallons  solvent recovered  per year
    $275,880  saved  in annual recovery cost
    $585,900 to install Condensorb™ System
    25 month payback schedule.
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A Novel Fluidized Bed Concentrator System for Solvent
Recovery of High  Volume,  Low Concentration WC-laden

Emissions


Presented on September 16, 1998 by Edward Biedell, REECO

Technologies are needed which can economically and effectively recover or capture/destroy dilute
concentrations of VOCs contained in relatively  large air flows emitted by industrial and
manufacturing facilities. A number of destruction and recovery technologies are available that can
potentially fulfill this need (e.g., thermal oxidation,  catalytic oxidation, carbon adsorption, and
hybrid systems consisting of pre-concentration  followed by oxidization or solvent recovery). This
presentation focuses on the applicability of fluidized bed pre-concentrators.

In general,  a recovery technology like fluidized bed pre-concentration is selected if the solvents
requiring control are valuable and if they can be recovered economically. To determine this, the
following factors need to be considered:
    VOC composition in the process exhaust
    Value of the recovered solvent (i.e., is it greater than $0.30 per pound?)
    Capital, operating, and maintenance costs.

Fluidized bed pre-concentrators are synthetic carbonaceous beds used to adsorb VOCs/solvents.
They are  used to treat high volume (e.g., 10,000 to 500,000 scfm) process exhausts with VOC
concentrations of less than 300 ppm and temperatures of less than 120ฐF. Although less
common,  fluidized bed pre-concentrators can also be used to treat exhausts with very low VOC
concentrations (10 to 20 ppm), as well as concentrations near 1,000 ppm. Their ability to treat
relatively high and low concentration streams effectively is strongly dependent, however, on the
characteristics of the stream and system design.

Fluidized bed pre-concentrators typically achieve 95 to 98% VOC destruction or solvent recovery.
They are also  able to effectively handle lower inlet concentrations than regenerative thermal
oxidation (RTO) and can be used for solvent recovery, unlike fixed carbon beds or rotary wheels.
Fluidized bed pre-concentrators typically exhibit much higher air volume reduction factors (800 to
1,000:1) than fixed bed or rotary systems (10  to 30:1). The dramatic difference in volume
reduction  factors  is attributed to the use of inert desorbing gases (steam or nitrogen) instead of
air.

From a capital cost perspective, fluidized bed pre-concentrators consist of an adsorber and a
desorber. Adsorber size (and  cost) is dependent on air flow; desorber cost is based on the
concentration of VOCs. In general,  fluidized bed capital costs are close  to the capital costs
associated with  regenerative thermal oxidation, but less than rotary wheel systems. Their
operating costs, which are mainly limited to fuel and power costs, are much lower than
regenerative thermal oxidation (approximately 20%) and the same as, or lower than, rotary wheel
systems.

The beaded carbonaceous adsorbent (BCA) used in these units is a synthetic form of activated
carbon with the following characteristics:
    Smooth, hard beads

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    High surface area
    Carbonaceous  composition
    Particle sizes ranging from 0.3 to  1 millimeter
    Less than 2% per year attrition rates
    Capable of  on-site regeneration
    Able to easily handle  (adsorb/desorb)  chlorinated VOCs and hexamethyldisilanes without any
    adverse  effects.

During treatment, process exhaust passes through a blower and enters the adsorber at the base
of the unit.  The process exhaust is cleaned as it flows through the BCA pellets contained in the
upper portion of the adsorber. As process airflows up the adsorber, spent BCA pellets  (i.e.,
saturated with organic compounds) exit the adsorber near its base. These pellets are gravity-fed
through a desorber where organic compounds are removed by a counter-current flow  of steam
or nitrogen  gas. The desorber is operated  at or below the boiling point of the VOCs being
removed, usually between 400 to 500ฐF. The cleaned pellets are returned to the top of the
adsorber and the organic-laden air is forwarded to an oxidizer for destruction or to a solvent
recovery system for condensation.

Fluidized bed pre-concentration systems  can potentially  be used at semiconductor  chip
manufacturing facilities, surface coating facilities (e.g., automotive, aerospace, furniture  finishing,
and metal decorating), soil remediation sites, and  solvent recovery locations/sites. They  also
provide the following advantages for high  flow, low VOC concentration applications:
    High capture and destruction  recovery potential
    Lower  energy consumption
    Smaller footprint
    Reduced weight (this allows them to be  placed on rooftops)
    High reliability
    Safety.
                                           26

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Recovery of VOCs by  Microwave Regeneration of Adsorbents


Presented on September 16, 1998 by Philip Schmidt, University of Texas (UT)
at Austin

There is a lot of interest in recovering VOCs from low-concentration air streams. Currently many
companies use destruction technologies to treat low-concentration streams because they are more
cost-effective than commonly available recovery technologies (e.g., direct condensation, hot  inert
gas regeneration of adsorbents, and steam-stripping of adsorbents). Unfortunately, when
destruction technologies are  used, valuable materials and energy are often  wasted. Microwave
regenerated adsorption systems may  prove to be an  appropriate, non-destructive alternative for
recovering VOCs from low-concentration streams.

Compared to the more common heat-based alternatives, microwave regeneration provides
improved recovery, enhanced heat/mass transfer rates, and improved control. The technology
requires little to no purge gas to produce a highly concentrated off-gas that can be easily
condensed. Unlike carbon bed systems which utilize steam regeneration, microwave  regeneration
systems do not need to perform  liquid-liquid separation, eliminating the difficulties associated with
separating water-soluble solvents. Because microwave energy does not require a medium for
transfer (it can heat in a vacuum), heat transfer rates depend solely on the available generator
power and are not limited by surface area or heating medium. VOC transport out of the adsorbent
is also dominated by pressure-driven flow and is not limited by molecular diffusion. The enhanced
heat/mass transfer rates achieved by microwave regeneration  result in higher throughputs and
shorter cycle times.

UT at Austin has performed numerous microwave regeneration bench scale, process design, and
comparative cost design studies  over the past 7 to 8 years. These studies followed the following
research approach:
    Bench-Scale Experiments: For proof-of-concept and to obtain kinetics and sensitivity to
    operating parameter data.
    Process Design Studies: To evaluate  alternative configurations, adsorbent selection, and to
    estimate  costs and  equipment size.
    Comparative Economic Feasibility Studies:  To evaluate cost-effectiveness  in selected
    applications. These tests were performed at the pilot level, although a field test is planned.
UT at Austin  is also planning a number of lab pilot column and  field demonstrations to obtain
scale-up information and to assess compatibility with commercial environments.

Bench-Scale  Experiments
Over 100 bench-scale experiments have been performed as a proof-of-concept and to explore the
desorption kinetics of microwave regeneration.  In general, these tests were conducted using
stripping gas or under vacuum conditions (25 to 150 torr) and the desorbed solvents were
recovered by condensation. The following solvents and adsorbents were tested during these
experiments:
    Solvents: Methyl ethyl ketone, toluene, n-propyl alcohol (nPA), water
    Adsorbents: Molecular Sieve (MS) 13X, Dowex Optipore, MHSZ (a registered trademark
    product of UOP).

A review of the bed temperature profiles for a conventional regeneration process (e.g., inert gas

                                         27

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stripping in conventional adsorbent beds) versus microwave regeneration indicates that microwave
regeneration heats more  uniformly and more rapidly than conventional systems. Microwave
regeneration systems also tend to reach higher temperatures.    The desorption effluent
concentration profiles indicate that microwave regeneration leads to a much faster evolution of the
solvent  from the adsorbent.

UT at Austin also performed bench-scale experiments to determine how well, microwave
regeneration works using a number of different adsorbents. During these tests,  UT at Austin
measured the dielectric loss factor of a number of different adsorbents and solvents. (Note: The
dielectric loss factor measures how effectively a material can convert electromagnetic energy to
heat. Materials that do not absorb microwaves and  convert them to heat are considered
"transparent" to microwaves.) A review of the  data from these experiments indicates that if either
the adsorbent or the solvent has a high  dielectric loss factor, then microwave regeneration can
generally be used. The experiments also demonstrated that microwave regeneration is generally
not subject to heat and mass transfer. The following conclusions were also reached:
    Volumetric  heating minimizes thermal  gradients
    Mass transfer of VOCs out of the adsorbent is enhanced  by a significant pressure-driven flow
    ("expulsion")
    The vacuum  minimizes external film resistance to  mass transfer
    No nitrogen counter-diffusion  occurs.

Process Design  Studies
During the process design  studies, UT at Austin also examined the following parameters from an
econornicfeasibility standpoint: 1) adsorbent selection; 2) desorption thermodynamics, desorption
kinetics, and capital and operating costs (e.g., make-up inert cost, microwave power requirements,
and refrigeration/vacuum power requirements) for vacuum and gas purge systems; 3) system
configuration;  and 4) microwave applicator configuration.   The following conclusions  were
reached:

Adsorbent Selection -Although the cost per pound for polymeric resins may often be much higher
than lower cost alternatives, the cost per pound of VOC treated was lower. In fact, recovery costs
increased as follows: polymeric resins (lowest), high silica zeolite, activated carbon, and MS 13X
(highest).

Vacuum Versus Gas Purge - Vacuum purge systems cost less  ($0.206 per pound of VOC) than
gas (inert) purge systems ($0.271 per pound of VOC). Vacuum heating also  has some attractive
features for fixed  bed  systems.

System Configuration - In general, somewhat unconventional configurations (e.g., axial  flow
columns and horizontal rectangular bed columns) are suitable for microwave regeneration, in part
due to penetration depth limitations and  other microwave-related issues.

Microwave Applicator Configuration - Configurations were investigated for both fluidized bed
systems (to replace steam or electronically heated units) and moving bed applications. Of the two
recommended for moving bed  applications, the resonant cavity applicator is more  sophisticated
and more efficient than the multimode applicator,  which is essentially a microwave oven with
piping. _				
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Comparative Economic Feasibility Studies
Comparative economic feasibility studies of various incineration technologies (i.e., thermal
oxidation,  catalytic  oxidation, regenerative  thermal oxidation,  rotary  concentrated  oxidation, and
fluidized bed oxidation) and solvent recovery technologies (i.e., fluidized bed adsorption recovery,
fluidized bed microwave regeneration, fixed  bed stream  regeneration, fixed bed hot gas
regeneration,  and fixed-bed microwave regeneration) indicate that the solvent recovery
technologies are fairly competitive without even accounting for the cost of the recovered material.
Additionally, among the recovery technologies examined, fixed bed microwave regeneration was
the least expensive for the specific case studied ($0.099 per pound of VOC removed for a
counter-current stream with a VOC  concentration of 3,220 ppm and a flow of 22,500 cubic feet
per minute or cfm).

Lab Pilot Column  and Field Demonstrations
UT at Austin plans to use the following  configurations for the proposed lab pilot and field
demonstrations:
     Pilot Desorption  Column
         Multimode microwave applicator
         Column: 6" glass process pipe
         100 to 200  pound-mole  per  hour adsorbent throughput
        25 pound-mole per hour recovered solvent
         3 to 5. kilowatt (kW) microwave heating rate
     Field Test Unit
         Fluidized bed adsorber/steam regeneration system from EC&C, Inc.
         Retrofit with compact microwave  desorber unit
         1.5 kW microwave generator
         Rated stream flow of 70 cfm
         Planned field test at a 3M  site in Austin, Texas.
During these tests, UT at Austin plans to collect information on the validity of the process
simulation models, uniformity of heating,  uniformity and depth of regeneration, purity of the
recovered solvent,  adsorbent behavior, and  controllability.
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Removal and Recovery of Volatile Organic Compounds for Gas
Streams


Presented on September 16, 1998 by Hans Wijmans, Membrane Technology
and Research,  Inc.

MTR was founded in  1983 and was dedicated to the commercialization of membrane-based
separation technologies. MTR develops novel technologies based on innovative research and
development (R&D) funded largely through U.S.  government  contracts.

In 1995,  27.7 million  tons of VOCswere emitted in the United States: 13 million tons from
industrial processes, 8.5 million tons from transportation activities, 0.7  million tons from fuel
combustion, and 0.5 million tons from other sources.  Of the 13 million tons of VOCs emitted by
industrial processes,  3.8 million tons were produced by the chemical, petrochemical, and
pharmaceutical industries and 3.2 million tons were produced  by coating and degreasing
operations. In order to control these emission, a number of VOC control technologies, including
the VaporSep process, have been developed.

The VaporSep technology separates and recovers VOCs from air or nitrogen. The first system
was installed in 1992 and there are currently over 50 systems in operation. The major application
of the VaporSep system is for monomer recovery in polymer production operations: poly vinyl
chloride (PVC), polyethylene, and  polypropylene.

The VaporSep technology consists of a multilayer membrane composed of a selective layer, a
microporous layer,  and a support web. The membrane is rolled around a  collection pipe to form
a spiral-wound module. During treatment,  the process stream (e.g., hydrocarbon in nitrogen) is
passed through a compressor and a condenser before entering the membrane. The compressor
removes the majority of the contamination (e.g., hydrocarbon) in the process stream; this material
exits the compressor in liquid form. A diluted process stream is then forwarded to the  membrane
where the majority of  the  remaining contaminants are removed by the selectively permeable
membrane and concentrated in a permeate (hydrocarbon enriched). The treated air is exhausted
from the membrane through a vent and the permeate  is forwarded  to the condenser, where it is
combined with incoming process air.  One of the advantages of this approach is that  the
concentration does not depend on condenser pressure; therefore, high pressures and/or  low
temperatures are not needed.

The system's performance at a PVC manufacturing plant highlights the material and costs savings
that can be obtained with the VaporSep process.  This company typically  lost 700,000 pounds of
vinyl chloride monomer (VCM) per year in its PVC reactor purge gas, losing  usable VCM and
creating  a need for emission controls. By forwarding the purge gas through the VaporSep
process, this company  was able to reduce the amount of VCM forwarded to the incinerator by over
95%. The recovered VCM was then recycled for in-plant reuse, resulting in a significant cost
savings.  The recoveries experienced at  this plant concur with results  obtained during vinyl
chloride recovery tests at eight different plants, during which the VaporSep Process  yielded an
average-  psrc.enLrecov.ecy_Ql.93.%,._Capital cosjts.,at.the.ejghtjDjantsj^ngLellrqrrL$50,pOO to
$250,000 and  annual  savings ranged from $85,000 to $900,000.
                                        30

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The VaporSep process was first installed for monomer recovery in polyolefin production in 1996
in the Netherlands. Since then, 15 additional systems have been ordered and the process
received the 34th Kirkpatrick Chemical Engineering Achievement Award in 1997. During polyolefin
production, a monomer supply and  other raw materials are processed  through a polymerization
reactor, followed by resin degassing  where nitrogen is added. In the past, off-gases from the resin
degassing step were sent to a flare where recoverable nitrogen and monomer were  lost. By
sending the off-gas through the membrane system, however, the recovered nitrogen and
monomer  (C,, C3, and C,) can be recycled (in-process) for reuse.  A benefits analysis of the plant
showed a  net payback in less than 2 years. This conclusion was based on the following costs and
savings: $1,500,000 for installation; $300,000 per year for operation; and $1,100,000 per year
from recovered  propylene.

A comparison of the VaporSep  and  other membrane systems with condensation  and adsorption
(using both steam regeneration  and  off-site  regeneration) indicates that:  1) unlike their
competitors,  membranes are able to  treat moderate to very high concentrations (0.1  to 99% VOC
streams) at low to moderate flow rates (from 1 to  10,000 scfm); and 2) that membranes lose their
competitive advantage when treating very high flow rates or low  concentration streams.

In closing, since  1992, systems have been installed with a total capacity to remove over 30,000
tons of VOC per year and save over 3 trillion BTUs per year of energy. Given the number of
systems currently in design and under construction, these values are expected to increase to over
50,000 tons per year and  over 5 trillion BTUs per year in  1999.
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Synthetic Adsorbents in  Liquid  Phase and Vapor Phase

Applications


Presented on September 16,1998 by Steven Billingsley, Ameripure, Inc.

This presentation gives an overview of synthetic resins, some typical system flow schematics, and
technology applications for both liquid and vapor phases.

Advantages of Synthetic Adsorption Resins
Synthetic resins are engineered compounds with large surface areas, high adsorptive capacities,
physical integrity, and fast adsorption/desorption kinetics. They also have no capacity loss from
repeated regenerations and support very little catalytic activity, making them suitable for alcohol
recovery. They can be  used to adsorb aliphatic  and aromatic hydrocarbons, chlorinated
hydrocarbons, aldehydes and ketones, alcohols and acetates, pesticides and herbicides, chemical
agents, and siloxanes.

Liquid Phase  Regenerative Adsorption Systems
During liquid phase treatment using a regenerative adsorption system containing synthetic resins
(e.g., carbonaceous or  polymeric), process water enters the packed beds after being pre-filtered
to remove excess particulate. As the process water flows up the bed, contaminants are adsorbed
on the synthetic resins  contained within, before exiting the unit for discharge. After the bed has
become saturated with organics, it is regenerated using countercurrent steam. During steam
regeneration, the steam proceeds down the bed and exits through the bottom of the bed. The
recovered material is cooled and sent  to a phase separation tank, where the recovered organic
is forwarded for recycle  and  the aqueous phase is forwarded back through the resin beds.
Typically, these systems can  be applied to  landfill leachate, for groundwater remediation, for
wastewater treatment,  and for resource recovery.

Vapor Phase  Regenerative Adsorption Systems
During vapor phase treatment using synthetic resins (e.g., polymeric), two types of adsorbent bed
designs are typically used: packed bed systems (for flows less than 500 scfm) and fluid bed
systems (for flows greater than 500 scfm). During treatment, contaminants are removed from the
process air as it flows up through  the adsorbent. After the bed has become saturated with
organics, it can be regenerated using microwave energy. During the microwave regeneration, an
inert gas such as nitrogen is forwarded through the bed as it is heated using microwave energy.
The desorbed contaminants exit the bed with nitrogen gas and proceed to a condenser, where
the organics are recovered for reuse. Typically, these systems can be applied to landfill gas
clean-up, soil vapor extraction, solvent  recovery, vapor recovery, and industrial off-gas. If used to
recover  high-value solvents,  the cost of recovered material can defray initial capital costs.
Furthermore, in addition to being very efficient, microwave regeneration offers the  following
advantages over other regeneration systems: it creates no chemical or catalytic waste;  recovered
products have low  water content;  it  is energy-efficient; it heats uniformly and has reduced
regeneration times; and operating costs are low.

Study Hesults	
The following pilot, treatability, and field study results were presented to demonstrate synthetic
adsorbent performance at different facilities and using different configurations.


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 Pilot Testing and Proof of Principle Demonstration - Pilot testing took place at a refinery site with
 an influent concentration of 140 to160 parts per billion (ppb) methyl tertiary butyl ether. In addition
 to methyl tertiary butyl ether, other gasoline components were present in the process stream.
 During the test, 1,250 gallons were treated at a rate of 0.5 gpm. The concentration of organics in
 the effluent from the synthetic resin (i.e., L-493) was non-detectable by U.S. EPA "Test Methods
 for Evaluating Solid Waste," SW-846, Method 8240. Steam regeneration produced less  than 5
 gallons of condensate, with a concentration of 38.7 ppm methyl tertiary butyl ether.

 Treatabilitv Study: Pilot Demonstration - Combined liquid- and vapor-phase adsorption was used
 during a pilot demonstration at a US Army groundwater site with an influent contaminated with
 1,500  to 2,500 ppb  of  various  halogenated aliphatics  (e.g.,  1,1,2,2-tetrachloroethane;
 trichloroethylene; vinyl chloride). During the study, approximately 200,000 gallons were treated
 at a rate of 10 gpm. The concentration of contaminants in the effluent was non-detectable using
 EPA SW-846 Method 624. Steam regeneration produced 80 gallons of condensate. Utility costs
 for the system were $0.08 per 1,000 gallons and total O&M costs were $0.74 per 1,000 gallons.
 Vinyl chloride and 1,1,2,2-tetrachloroethane breakthrough started to occur at 6,000 and 7,000 bed
 volumes, respectively, and the  desorption cycle lasted approximately 350 minutes.

 Field Scale System: Service Station - A fixed bed vapor adsorption system was used to separate
 BTEX and other aliphatic hydrocarbons  from a soil vapor recovery system (250 scfm) installed at
 a  service station. Approximately 4.8 gallons of contaminants were recovered per day.  The
 recovered product (7% water by volume)  was desiccated and delivered to the customer's low-
 grade  fuel tank for  resale.  Utility costs  for the system were $0.15 per pound  of recovered
 hydrocarbon.

 Field Scale System:  Chemical Process Plant - A fixed bed vapor adsorption system is currently
 in the start-up phase  to treat a 250 scfm  stream at a chemical process plant. Ameripure estimates
.that up to 6 pounds of hexamethyldisiloxane, trimethylsiloxanol, benzene, and toluene  will be
 recovered per hour using this system. The project is in the data acquisition phase.

 Conclusions
 As demonstrated by  Ameripure and other  companies' results, synthetic resins offer an excellent
 means of VOC recovery due to their high capacities and rapid kinetics. Lab-scale, pilot-scale, and
 full-scale data confirm the technical viability and cost effectiveness of these systems.
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Cryogenic  Condensation for VOC  Control and  Recovery


Presented on September 16,  1998 by Robert Zeiss, BOC Gases

This presentation gives  an overview of cryogenic  condensation  and offers a case  study
highlighting the advantages of the Kryoclean system.

Cryogenic  Condensation
Cryogenic condensation is an extension of typical condensation which uses lower temperature
refrigerants to reduce system temperatures. Unlike traditional nitrogen gas condensation systems,
the Kryoclean VOC control system functions as a vaporizer and utilizes the cooling value of the
liquid nitrogen to provide cooling during abatement. The flexibility of the Kryoclean VOC control
system gives it the ability to handle increased loads at a high level of compliance, without the need
for additional add-on equipment. This is accomplished by lowering the temperature when an
increased load needs to be processed. Commercial test results using methylene chloride streams
and an average nitrogen flow and inlet solvent load of 20.4 scfm and 20.3 Ibs/hr, respectively,
yield an average VOC recovery  efficiency of 99.43%, and an average outlet temperature of
-91.33ฐF. Additionally, preliminary outlet emission test results indicate that emissions went from
approximately 210 ppmv at - 88ฐC to 7 ppmv at - 109ฐC.

Case Study
A specialty chemical manufacturing  company needed to control VOC emissions from storage
tanks, including acetone, methanol, heptane, ethyl acetate, and acetic acid. The company hired
an environmental consultant to evaluate VOC control technologies on both a technical and an
economic basis. The following technologies were evaluated: thermal oxidizer,  catalytic oxidizer,
flare, carbon adsorption, scrubber, and cryogenic condensation. EPA OAQPS cost estimation
techniques were used to evaluate the different technologies. The following capital and installation
costs were accounted for:  primary control device cost, auxiliary  equipment, instrumentation,
freight, foundation supports, handling and erection, electrical, piping, insulation  and painting. The
following operating costs were also accounted for: operator costs  (based on labor rates), utility
costs of consumables, interest, control system life, taxes, insurance, and administration.

Based on this evaluation, the environmental consultant determined that cryogenic condensation
had the lowest annual operating costs of all the technologies evaluated (e.g., from $65,000 to
$445,000 less per year than the other alternatives). Capital costs, which were only $156,000 less
than the least expensive alternative (from a capital cost perspective), were also less than three
of the other technologies studied.

Conclusions
Field study results indicating 99.6% recovery at -94ฐF and laboratory test results showing treated
concentrations of less than 10 ppmv at  -164ฐF demonstrate the technical potential of the
Kryoclean system. These results, combined with the  system's flexibility,  low operating costs
(which can be attributed to the reuse of the vented nitrogen for blanketing or  inerting),  and low
mist/fog formulation (due to controlled surface temperatures), make the technology an attractive
option for VOC control. There is also the potential that, in the future, cryogenic condensation
systems could be used to cool VOC-laden streams to -250ฐF.
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Brayton Cycle Systems for Solvent Recovery


Presented on September 16,1998 by Joseph Enneking, NUCON International,
Inc.

The Brayton Cycle Process is a low temperature condensing technology used to recover solvents
for reuse. The technology, which is based on the Brayton thermodynamic cycle, was developed
and patented by 3M in the mid-1980s and licensed to NUCON International Inc.

During treatment, process gas is transferred from a turbo-compressor to a recuperator (e.g., heat
exchanger), where the air is cooled. The cooled  air is then forwarded to an expander, where
isentropic expansion results in a large temperature drop. The chilled gas is then forwarded to the
recuperator, where it is used to cool gas entering the recuperator. The condensed solvent is
separated  in vertical cylindrical vessels fitted with  mist eliminators. The  pressure  change
responsible for the isentropic expansion of the gas can be developed by a compressor at the inlet
side of the process or a vacuum on the outlet side.

The basic process can be applied in a wide variety of solvent recovery or pollution control
applications. However, different process air characteristics (e.g., solvent types, concentrations,
and flow rates) along with different emission control requirements have resulted in a variety of
equipment  configurations. When the concentration is  below 5,000  ppmv,  a concentrator  is
needed for  the condensation process to be effective.

Case  Study #1: Tape Coating Process, Greenville, South Carolina
During this project, the Brayton Cycle Process was used to treat a low concentration (2,500 ppm
of heptane), high flow (7,000 scfm) stream. During treatment, the process air was forwarded
through a filter before entering two activated carbon beds prior to being exhausted to the
environment.  When a bed  became saturated  with hydrocarbon, it was taken off-line for
regeneration. During  regeneration, inert nitrogen gas was processed through the beds to desorb
the contaminant (e.g., heptane). After exiting the beds, this gas was forwarded through the
Brayton Cycle Process. The regeneration air was forwarded through an expander, where it was
cooled. The condensed solvent was separated for  reuse (at  a temperature  of -20ฐF and
atmospheric pressure) and the lean gas was then forwarded through a compressor, where it was
heated before being  recirculated through the carbon beds. The same closed loop process was
used to cool the bed  before it was returned to the adsorption mode. The use of two beds in the
system permits continuous operation.

The residual amount of solvent on the bed at the end of the heating cycle was less than 5% while
the capacity of the carbon bed to hold solvent during  the adsorption cycle  was over 25%. The
process achieved over  95% recovery of the  heptane, which was  then  recycled to the
manufacturing plant. The capital cost of the system  was $1.64 million. Since the equipment
operates automatically, little or no operator supervision was required.

Case  Study #2: Tablet Coating Process,  Pfizer, Puerto Rico
During this project, a medium concentration (10,000 ppm of methylene chloride and methane), low
flow (1,700  scfm) stream was treated. During treatment, the process air (100ฐF) was cooled and
then forwarded through the turbo-compressor and an after-cooler. Any condensed water was tnen
separated and the process air was forwarded through a desiccating dryer bed to prevent freeze-up

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in the low temperature sections of the process. After exiting the desiccator, the process air was
forwarded through the recuperator, where it was cooled. After separating the condensed solvent,
the process air [-70ฐF and 23 pounds per square inch area (psia)] was forwarded to the turbo
expander, where  it  was cooled to less  than -150ฐF  (6.5 psia). After passing through the
recuperator, the process air was forwarded through the vacuum pump (+230ฐF) and back to the
process.

Over 90% of the air was recycled back to the process. The overall efficiency of the process was
98%. The capital cost of the system was $1 million. Since the equipment operates automatically,
little or no operator supervision was required.

Case Study #3: Medical Product Manufacturing, Carter Wallace, Indirect BRAYCYCLEฎ
System
The Braycycleฎ Process was used at this site to treat a high concentration (100,000 ppm of
tetrahydrofuran), low flow (500 scfm) stream. Since cooling and condensing could not be supplied
by the process stream,  an  indirect Brayton cycle system was used that consisted of separate
process air and Brayton  cycle loops. The high pressure version of the Brayton cycle process was
chosen to reduce the size of the equipment.

During treatment, process air was forwarded through a pair of recuperators, followed by a pair of
separators where the condensed solvent was removed.  After passing through the second
recuperator (#2), the process air was re-routed through the original recuperator (#1) and then a
blower before being exhausted. In addition to the "process gas loop", a separate "Brayton cycle
cooling loop" consisting of the following  elements (in order) was used: recuperator  #1a, pre-
compressor, turbo compressor, heat exchanger (for process heat), cooler, recuperator (#1a),
expander, and recuperator (#2). (Note: The second recuperator, #2, was shared with the process
gas loop.) Dehumidification was not needed because the gas stream in the Brayton cycle cooling
loop was composed of dry nitrogen. The solvent volume was reduced to 0.05% by volume. The
overall removal efficiency of the process was 99%. The capital cost of the system was $1 million.
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Control of VOCs  in  Refinery Wastewater


Presented on  September 17,1998 by Mike Worrallof AMCEC Inc.

This presentation briefly discusses  aromatics and their regulation in  wastewater. Numerous
control technologies are broadly discussed before a more detailed discussion  of AMCEC's
Benzene Removal Unit (BRU) is provided, complete with a case study.

Aromatics and their Regulation in the Refinery Industry
Aromatic hydrocarbons, which are present in petroleum, are a wastewater problem for the refinery
industry.  Many aromatics are partially soluble in water, as demonstrated by the following
solubilities: benzene -1800 parts  per million by weight (ppmw); toluene - 470 ppmw;  ethyl
benzene -150 ppmw; and xylene -150 ppmw. (Note: These solubilities are measured when the
organics are present in  water and there is not an excess of oil or hydrocarbon fluids.) These
contaminants enter the wastewater during various process steps and activities.

A typical refinery discharges  between 100 to 2,000 gpm of wastewater. Under the National
Emission Standards for Hazardous Air Pollutants (NESHAPs), any refinery emitting over 10 metric
tons per year of HAPs must control its wastewater concentrations to less than 1 ppmv, with at
least 98% captured/destroyed. Since many refineries are very  large, and their wastewater
facilities can be located a distance from the source (e.g., up to 2 miles), this  can create serious
processing difficulties.

Refinery wastewater is typically produced by the desalter (which removes corrosive salts from the
oil with hot water flushes), aromatic units, chemical units (which frequently leak), and the general
process area (from  leaks, spills, and drainage). In general the desalter is the major source for
contaminated process wastewater and is typically the largest contributor to total benzene, toluene,
ethylene, and xylene (BTEX) discharges. Since NESHAPs does not permit open process drains,
where possible the  HAP treatment unit is located adjacent to the HAP source  since enclosed
drainage systems are often very expensive.

To highlight the wide-scale applicability of this problem, the yearly wastewater discharge from a
"typical" refinery (e.g., with a flow rate of 100 to 2,000 gpm and contaminant concentrations of 50
ppmw of benzene and 50 ppmw of toluene, ethylene, and xylene) was calculated. Assuming an
average flow of 500 gpm and an average concentration of 50 ppm benzene, approximately 54
metric tons of hydrocarbons (e.g., benzene) would be released per year, well over the 10 metric
tons per year limit.

Control Technologies
There are several techniques/technologies available to prevent or control HAPs and VOCs in
wastewater  discharges.    Some  of  the  advantages  and  disadvantages  of these
techniques/technologies are described below:

Desalter  Emulsion Breaker - Although this technology has low capital  and operating costs, its
impact is limited.  For example, if aromatics originated from sources other than the desalters, this
technology would not be effective.

Activated Carbon - Liquid Phase - This method has a low capital cost but a very high operating

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cost. The high operating cost is not only due to fuel costs to run the kiln, but also to high
transportation costs associated with transporting the carbon for reactivation in a high temperature
kiln which could be 500 miles away. For a recent 500 gpm project, capital costs ranged from
$0.25 to $0.50 million and operating costs ran from $1.2 to $1.5 million.

Steam-Stripping - Although this method is very effective, it has a high capital cost and a high
operating cost due to use of extreme temperatures. In addition, these systems are easily fouled
with other contaminants.

Air-Stripping-This technology has only moderate capital costs but high operating costs associated
with carbon reactivation. Also, this process can easily foul the wastewater with biological slime
created from oxygen exposure.  Potentially explosive conditions in the stripper may also be a
safety concern.

AMCEC's BRU
AMCEC's BRU nitrogen stripping procedure performs vapor-phase carbon adsorption with in situ
regeneration. In addition to being safer and less likely to foul than air stripping (since there is no
oxygen present), the carbon in the BRU does not require expensive transportation to a high
temperature kiln for regeneration. Instead, regeneration takes place on site using a closed loop
nitrogen process.

When used to treat a refinery wastewater with a flow rate of 500 gpm and concentrations of 50
ppm for benzene and 50 ppm for toluene, ethyl benzene, and xylene, the process required 1500
Ibs/hr steam, 50 kilowatt per hour electric power (which did not include power for the wastewater
pumps), 300 standard cubic feet per hour nitrogen, and an equipment cost of $1,250,000. When
the hydrogen sulfide load is more than a few ppm, the hydrogen sulfide will load up on activated
carbon. Although this is a concern, since the system has very little oxygen, it is not a huge
problem.

There are currently  12 BRU systems operating at various  refineries. This units are currently
treating flows ranging from 100 to 3,000 gpm. These systems have proven to be effective and
reliable (e.g., wastewater streams with BTEX concentrations of 1,000 ppmw are typically reduced
to concentrations of less than 0.5 ppmw). Additionally, since BRUs are recovery systems, they
do not get the HAPs attention that wastewater treatment requires.
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Separation  of Volatile  Organic Compounds from Water by
Pervaporation


Presented on  September 17, 1998 by Richard Baker, Membrane Technology
and Research, Inc.

This presentation discusses what pervaporation is, its effectiveness, how it can be applied, and
when it is most useful.

The Pervaporation Process
During pervaporation, contaminants are transferred from a liquid feed stream (e.g., 500 ppm
toluene in water) through a selective membrane to an inert vapor stream. The purified air (e.g.,
less than 1 ppm toluene) is exhausted and the permeate  (e.g., toluene and water vapor) is
forwarded to a condenser, where it is cooled to liquid form (e.g., 5 to 10% toluene). The success
of this process is based on the fact that the  membrane is much  more permeable to the
contaminant (e.g., toluene) than water.

A comparison of feed velocities to separation factors (i.e., the measure of the selectivity of a
membrane as a function of feed velocity) indicates the applicability of pervaporation for VOC
separation. The comparison also shows that hydrophobic compounds such as trichloroethylene
and toluene are better candidates for pervaporation than their more hydrophilic counterparts (e.g.,
ethyl acetate or 1-propanol). This is because the more hydrophobic a compound is, the greater
is the separation factor.  Unfortunately, a stagnant solution layer often forms next to the
membrane which depletes the organic component by up  to 90%. The feed velocity can be
increased to reduce the stagnant layer; however, depletion is still a factor.

Once-Through  Pervaporation
During processing using a "once-through pervaporation" system, the liquid stream is forwarded
from a feed pump and heater, where it  is heated to 150ฐF, and then through the membrane
modules. The treated water is forwarded for discharge and the permeate is cooled in a condenser
responsible for  creating the vacuum used to drive the entire process. These systems can be used
to separate isopropanol because membrane performance is independent of the feed rate.

Batch Pervaporation
During batch pervaporation, a surge tank is used to contain the feed solution until there is enough
to start the system, which is about 50 to 100 gallons. During processing, the feed is transferred
from the surge tank, through a filter to the feed/process tank. The feed is then recirculated
through feed pump, heater, and membrane modules until treatment is completed. After treatment
is completed, the treated water is drained from the feed/process tank. Permeate from the
membrane modules is cooled in the condenser and collected for discharge from the system. The
entire  system is controlled by a simple PLC.

A comparison of percent toluene remaining in the feed over time for three batch runs shows that
the  first run was a little slower at 110 minutes than the last two runs, which took less than 90
minutes. The last two runs had an average treating rate of 0.5 gpm.
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Applications
As described below, pervaporation is being used in the food and flavor industry, for  fine
chemicals/process streams  (e.g.,  Pharmaceuticals),  and for  pollution  control,  including
groundwater and industrial wastewater. Examples of these applications are included below.

    Food and Flavor Industry - In  an application in which permeation was  used to treat a
    peppermint oil decanter run-off, the permeate was diluted 20-fold. Since peppermint oil is
    very valuable, the use of pervaporation was driven completely by the value of the recovered
    product.

    Pollution Control - Pervaporation was used to remediate groundwater contaminated with  800
    ppm methylene chloride.   During treatment, the concentration methylene chloride  in the
    groundwater was reduced to less than 3 ppm in under 2 hours. The resulting permeate  had
    a concentration of 800,000 ppm. Unfortunately the groundwater contained iron which  built
    up and fouled the system. Treatment was discontinued as a result.

    Fine  Chemicals/Process   Streams  -  Pervaporation  was used  to  reduce  wastewater
    concentrations in a 300 gallon per day flow. During treatment, concentrations were reduced
    from  30 ppm methylene  chloride  to  35 ppb  methylene chloride,  which qualified  the
    wastewater for discharge.  Prior to the installation of the pervaporation system, the company
    was trucking the water for disposal off-site at $0.34 per gallon.

Ideally pervaporation should be used to treat small volume streams such as those  in the flavor
production industry with  moderate concentrations of contaminants. Distillation or  incineration
should be used to treat very concentrated streams (greater than 5%), and air stripping or carbon
adsorption is much more economical for the treatment of low concentration streams (less than
100 ppm).
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 Dehydration and VOC  Separation by Pervaporation for
 Remediation  Fluid  Recycling


 Presented on September 17, 1998 by Leland Vane, U.S. EPA NRMRL

This presentation provides a brief background discussion of pervaporation and dehydration
followed by a pilot-scale study highlighting soil remediation successes and a description of current
EPA pervaporation efforts.

Background of Pervaporation and Dehydration
Pervaporation combines permeation and evaporation to remove organic contaminants from liquid
streams. During treatment, organic contaminants pass from a contaminated liquid phase through
a hydrophobic, VOC-selective membrane to an inert vapor phase which is under vacuum. When
used as a dehydration system, alcohol and water in a liquid phase is pushed under  pressure
through a water-selective membrane  to the vapor phase. Dehydration systems are  more
frequently used in industry, especially in Europe.

During soil remediation at DOE and DOD sites, a flushing solution containing VOC-solubilizing
agents is pumped through an injection well to an aquifer contaminated with non-aqueous phase
liquids (NAPLs). The solubilized light non-aqueous phase liquids (LNAPLs) and flushing solution
are extracted from the subsurface through a withdrawal  well.   Economics dictate  that the
surfactant then be recovered for reuse.

Current soil flushing options include aqueous surfactant solutions for solubilization, mobilization,
and foam  flood, and  pure solvents for  pure alcohols,  mixed alcohols, and alcohol  and water.
Mixed surfactants and alcohols are also an option.

Pilot Demonstration  at Hill Air Force Base
A pilot demonstration was performed at Hill Air Force Base near Ogden, Utah, which at one point
was contaminated with 100,000 to 1,000,000 gallons of chlorinated solvents. Currently this site
is contaminated with 50,000 gallons of chlorinated solvents.

During treatment, injectate was added to the subsurface  at a rate of 6 gpm. The  injectate
contained  8% by weight surfactant, 4% by weight isopropyl alcohol (IPA), and 1% by weight
sodium chloride to control the surfactant properties. The injectate  was mixed in a tank prior to
injection into the contamination plume. The surfactant was extracted, along with recovered NAPL
(e.g., VOCs) and groundwater, through a withdrawal well at a rate of 11 gpm. The extracted fluid
contained 4% by weight surfactant, 2% by weight IPA, and 5,000 milligrams per liter (mg/L) VOC
(trichloroethylene, trichloroethane, and tetrachloroethene).  This  fluid was forwarded  to  a
pervaporation unit, where the NAPL and IPA were removed. The diluted surfactant solution was
then forwarded to an ultrafiltration unit where water  and  residual IPA were removed before
returning the recovered surfactant to the mixing tank.

Since the  injectate had a solubilization  capacity of 200,000 to 500,000 ppm, the source could
theoretically be cleaned up in a matter of years rather than the decades needed if pump-and-treat
was being used. Additionally, since approximately 89% of the surfactantwas recovered for reuse,
over $4,700 was saved each day (i.e.,  81% of the surfactant cost without recycling).  This is a


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major benefit since most sites want to limit remediation costs.

If the injectate contained higher alcohol concentrations, alcohol recovery may be warranted. For
example, if the injectate contained 4% by weight IPA, over 2,880 pounds of IPA would be injected
per day. This corresponds to a material cost of approximately $1,150 per day or almost $400,000
per year.

Alcohol Recovery and Dehydration
Pervaporation was not originally intended for alcohol treatment. However, necessity dictated its
use for this purpose. During dense non-aqueous phase liquid (DNAPL) separation and alcohol
recovery, a two-step pervaporation process can be used. During the first  pervaporation step,
DNAPL is removed and the aqueous stream (surfactant, alcohol, and water) is forwarded to an
ultrafiltration unit where the alcohol and water are removed and the surfactant is recovered for
reuse. The alcohol and  water are then forwarded  to a second pervaporation unit, where the
recovered alcohol is forwarded for reuse and the water is processed for treatment/discharge.  If
warranted, the DNAPL could be removed using an alternate process, such as steam-stripping, and
the alcohol and water could  then be separated using pervaporation. Additionally, if surfactant is
not present in the aqueous stream (e.g., an alcohol flushing stream consisting of NAPL, water,
and alcohol), the ultrafiltration step can be eliminated from the process.

Technical Approach/Current Status
EPA is  currently concentrating on bench-scale and  pilot-scale  experiments with surrogate
solutions.   Bench-scale studies are  typically used  for  process  modeling  and pilot-scale
demonstrations  are performed with actual remediation fluids. To date, the EPA has performed
bench-scale experiments on two surfactants: Triton X-100 (nonionic) and sodium dodecyl sulfate
(anionic). Pilot-scale tests have  been performed  on DowFax 8390 (an anionic surfactant
composed of hexadecyl diphenyl oxide disulfonate)  and  Coptic  Aerosol MA 80  (an anionic
surfactant composed  of sodium diehexyl sulfosuccinate  with IPA and sodium  chloride as
modifiers). Pilot-scale demonstrations have shown that performance degrades slightly with the
addition of surfactant. This  was determined based on trichloroethane and toluene percent
removals; however, this is not a major problem and can be accounted for during system planning.

EPA  is  currently  designing  and  constructing  a  field pervaporation  unit   to  treat  a
tetrachloroethene/surfactant  stream at Camp LeJeune AFB; treatment should start in January
1999. EPA is also considering IPA recovery at the same AFB. Technical personnel are also trying
to relate Henry's Law  constants to surfactant properties and  concentrations.  EPA is also
attempting to model the effect of micelles on mass transport in pervaporation.

Conclusions
In situ soil-flushing can result  in reductions  in  both remediation  times and  remediation
expenditures. Surfactant and IPA recycling with pervaporation can also lead to significant material
and cost savings. In fact, a 10-gpm installation can expect to save more than $1,000,000 per year
by using surfactant and IPA  recycling. Based  on this information, it can be concluded that VOC
separation  and  recovery are  critical  to cost-effective  in situ soil  flushing.   Additionally,
pervaporation can be used to separate VOCs from the following streams: VOC-NAPL/surfactant
solutions, alcohol/water solutions, and water/alcohol solutions.
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 Polymeric  Resins for VOC  Removal from Aqueous Systems


 Presented on September 17,1998 by Yoram Cohen, University of California
 (UCLA), Los Angeles

 UCLA's industrial affiliates questioned whether polymeric resins can be regenerated and whether
they merit consideration if they cannot withstand multi-cycle use.  Polymeric resins were initially
used in chemical analyses as a means for concentrating a specific chemical in a sample. As early
as the mid-1960s, research was done on the application of ion exchange resins for the removal
of organics from aqueous streams. Commercial polymeric resin applications date back  to the
early- to  mid-1970s. With new resins, not  only adsorption but also absorption is important,
opening the door for other types of applications.

A  1979 paper  from Chemical Engineering Progress  showed the adsorption of a mixture of
chlorinated pesticides in a packed bed. In this article, activated carbon was compared to XAD-4
(a polystyrene resin produced by Rohm and Haas). XAD-4 exhibited very low leakage compared
to the activated carbon, and this provided motivation for continued research.

The main questions that were addressed included:
    Are the surface area and pore size distribution suitable for VOCs?
    Can solute-polymer affinity be controlled?
    Can polymeric resins be readily regenerated?
    Are polymeric resins stable for cyclic operation?
•   Are there severe mass transfer limitations?

When discussing the pore size and volume distribution of polymeric resin, the available volume,
rather than the actual  pore size/volume, needs to be addressed. Inaccessible pore volume may
range from 5 to 30%. When dealing with hydrophobic resins, the loss in accessible pore volume
due to wetting becomes a very important issue. The manner in which resins are  pretreated will
determine what percentage of the resin's volume will be accessible. It is important to note that the
accessible volume of some polymeric resins can increase with continued use. This improvement
in performance can  be attributed to resin swelling. It can also indicate that pretreatment was not
complete.

Some newer resins  have a surface area which  is comparable to that of activated carbon. Before
1990, resins were made with free-radical polymerization; after 1990 resins were made using the
Friedel-Crafts reaction. Resins made using the Friedel-Crafts reaction have much  smaller cross-
linking distances between chains and a higher degree of cross-linking, resulting  in much larger
surface areas. In addition to the smaller pore  sizes, many newer resins are no longer macro-
porous. With these changes, mass transfer limitations may need to be studied in more detail in
the future. Moreover,  resin pretreatment is important in determining the  working  adsorption
capacity of the resin.  Pretreatment often involves the use of a water-soluble aliphatic alcohol
(e.g., methanol) to displace air or wet the resin, then water to displace the solvent.

Because  a polymeric  resin is made with few functional groups (often it  is the single dominant
functional group which gives the surface its adsorption characteristics), one can ascertain the
affinity (e.g., Hanson solubility parameter) and predict the adsorption  capacity  based on
thermodynamics. Various studies have shown  that adsorption capacities of a variety of solutes

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and polymeric resins  can be correlated with solubility parameters. Such an approach is not
feasible with activated carbon, which has more functional groups.

Affinity can be evaluated by testing whether the adsorption capacity varies (i.e., whether it scales)
with surface area. Trichloroethylene adsorption capacities over six  orders of magnitude of
concentration were plotted against adsorption capacities over five orders of magnitude. A good
correlation was observed for five resins, indicating that the adsorption capacity scales with surface
area for the five hydrophobic resins in question. Activated carbon results plotted on the same
graph indicated that activated carbon had a higher adsorption capacity than the five resins.

Affinity can also be evaluated by recognizing that fugacity is the driving force for adsorption. As
an example of the approach, adsorption onto XAD-4 resin of phenol and a number of hydrophobic
chlorinated solvents (tetrachloroethene, trichloroethene, chloroform, and methylene chloride) was
plotted versus the solute fugacity (concentration multiplied by Henry's Law constant) in the solution
phase. XAD-4 exhibits an affinity for hydrophobic compounds, but a higher adsorption capacity
for phenol, which is slightly more polar. On activated carbon, chain formations or multiple layers
can be adsorbed. Polymeric resins adsorbed all of the compounds at concentrations up to their
respective solubility limits; at these high concentrations the capacity of some resins can approach
or even exceed that of activated carbon.

Methanol was selected for polymeric resin regeneration. Methanol is used to displace the water
and regenerate the column after breakthrough is experienced. In situ regeneration using methanol
occurs under very mild conditions. If required, highertemperatures or microwave regeneration can
be used. When chlorobenzene is treated with XUS resin (Dow), breakthrough occurs at about
1200 bed volumes.  Regeneration  with methanol takes about 15 bed volumes, resulting in a net
concentration factor of about 50. Economics dictate how long the regeneration step is run.
Plotting fractional recovery versus methanol bed volumes indicates that greater than 90% of the
chlorobenzene is recovered after about 10 bed volumes. After 15 bed volumes the recovery rates
of 95% are achieved.  Equilibrium dictates that a very high volume of methanol is required to get
complete chlorobenzene recovery.

Benzoic acid was adsorbed on MN-170 resin. Breakthrough occurred at approximately 1000 bed
volumes (with 2500 bed volumes to saturate the resin). Benzoic acid was tested in part because
volatility problems in  the  laboratory could be avoided.  A  curve  was  plotted for methanol
regeneration of columns saturated with benzoic acid at different concentrations (100 to 400 mg/L).
Nearly complete  regeneration occurred  at  around 40 bed volumes or less,  resulting  in a
concentration factor of approximately 25 to 50.  Because methanol is soluble in water and water
is present in the column  when regeneration begins, this relationship was of particular interest.
Adsorption (milligrams per gram) was plotted against concentration of methanol-water mixtures
(20%, 40%, 60%, 80%, and 100% methanol). Water and  methanol adsorption capacities differed
by more than an order of  magnitude. By using multiple regenerant passes, the concentration
factor was increased from 50 to 250. The number of regenerant passes utilized on-site will be
determined based on economics.

Solute recovery and solvent regeneration can be summarized as follows:
    The solute is concentrated in the regenerating stream
    Concentration factors range from 10 to 250
    Solvent can be recycled up to 3 to 4 cycles
    Solvent can be regenerated using appropriate separation methods.


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Resin stability was  evaluated by examining the dynamic adsorption capacity over repeated
adsorption/regeneration cycles. The deviation of the above ratio from unity was within about +/-
2%. This difference can be attributed to either experimental error or to adsorption capacity
fluctuations related  to: 1) multiple passes of water  and methanol through the bed; and 2) the
degree to which methanol is removed after regeneration. Plots of up to 80 cycles with the XUS
resin showed no decrease in the stability or adsorption capacity of the resin.

The mass transfer  limitations of benzoic acid were compared with literature  data for three
adsorbents: activated carbon (Takeuchi and Suzuki, 1984), macroreticular adsorbent (Huang et
al., 1994), and macronet  (this  study). The reported  intraparticle diffusivities for the three
adsorbents were: 0.41x10~11, 2.71 x1CT11, and 1.9 x10~11 square meter per second, respectively.
The mass transfer limitation of the newer resin was significantly less than the activated carbon.
However, the older macroreticular resin used by Huang et al. exhibited a somewhat lower degree
of mass transfer limitation, as expected for this higher pore size resin.

Table 3 summarizes the properties of activated carbon and polymer resins. When comparing the
properties of activated carbon to polymeric resins, the following issues need to be considered: 1)
the high heat of adsorption (requiring significant energy input) of the carbon;  2) the degradation
of carbon during repeated regeneration cycles; and 3) the relative cost.

                   Table 3. Polymer  Resins Versus  Activated  Carbon
POLYMER RESINS
High surface area (greater than 1000 square
meters per gram or m2/g)
Low heat of adsorption (less than 4
kilocalories per mole or kcal/mole)
Solvent regeneration (e.g., using aliphatic
alcohols)
No loss in performance over many cycles
Limited choice and high cost (approximately
$20 per kilogram)

ACTIVATED CARBON
High surface area (greater than 1000 m2/g)
High heat of adsorption (greater than 10
kcal/mole)
Thermal regeneration (e.g., steam
regeneration)
5 to 10% degradation per cycle
Readily available, low cost (less than or
equal to $2 per kilogram), general adsorbent
material
Spent carbon may have to be treated as
hazardous waste
In summary:
    Polymeric sorption resins can be regenerated in situ by solvent regeneration or thermal
    recovery.
    Cyclic adsorption/regeneration processes are feasible.
    Solvent regeneration and solute recovery from  the  solvent may be the more expensive
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portion of the process.
The dominance of low-cost activated carbon is an important reason for the small market
share of polymeric resins and this in turn explains their high cost.
Capital costs for polymeric resin packed-beds should be similar to granular activated carbon
adsorption systems.
Operating costs for polymeric resin packed beds should be lower for the following reasons:
    Virtually no resin attrition
    Resin stability is maintained over many cycles
    Regeneration can be performed in situ under mild conditions.
There is a need for design data (adsorption/regeneration) and a better understanding of
adsorption/regeneration coupled with polymeric resins.
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The New Clean Process Advisory System™ (CPAS™)
Separation  Technology and  Pollution  Prevention Information

Tool


Presented on September 17,1998 by Robert Patty, The Construction
Productivity Institute  (CPI)

CPAS is a set of pollution prevention process and product  design tools containing design
information regarding new and existing clean technologies and design for constructability. EPA
is concerned with constructability because of the micro-environment that exists on a project site
in which we throw some 5 to 8% of our workforce during the process of construction itself.

According to Cheremisinoff and Ferrante (1989), "The most significant technical barrier to waste
minimization may be a lack of suitable engineering information on source reduction and recycling
techniques." Although the situation has improved, designers lack a tool which provides pertinent
information as attested to by the  following statement.  "There is a large dearth of pertinent
information and guidance techniques to accomplish source reduction - design process changes.
For example, pollution prevention options for process effluent streams already installed by other
organizations, are not well documented." (U.S. Congress, Office of Technology Assessment,
1994).

According to Buckminster Fuller, "If you want to change a person's way of thinking, don't give
(him) a lecture, give (him) a tool." In this case, the required "tool" is an information system that can
easily be used to begin assimilating the issues involved and developing solutions to explore.

Of those tools, the separation technologies and pollution prevention information tools are a set
of  four individual but  interconnected relational knowledge bases in which project teams can
identify viable pollution prevention options during stream-by-stream analysis of process facilities.
These CPAS tools include brief summaries of 518 new or emerging source reduction,  recycling,
and end-of-pipe treatment technologies and methods. The user can very quickly sort through the
knowledge bases and summaries based on process stream characteristics and desired separation
or  waste minimization  performance criteria.  This is not new information. It is  the existing
knowledge base of the industry, or a significant portion of it, in an organizational structure that
is easier for the design engineer to understand.

There are several developers involved in the first version of these tools include:
-    The CWRT
    The  M.W. Kellogg Company (a large engineering and design  firm for oil  refineries and
    chemical processes)
    The National Center for Clean Industrial and Treatment Technologies (CenCITT) based at
    Michigan Technological University
    The Department of Energy - Office of Industrial Technologies
    ENSR Consulting and Engineering
    The Bechtel Corporation.

Quite a number of organizations also contributed to the knowledge base:
    HazTECH Publishing, Inc.

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    High Tech Resources International, Inc.
    Chemical Manufacturers Association
    Texas Natural Resource Conservation Commission
    Hydrocarbon Processing Magazine (Gulf Publishing Company)
    AlChE and Chemical Engineering Progress Magazine
    U.S. EPA - Superfund Innovative Technology Evaluation (SITE) Program
    CWRT sponsors and over 450 other organizations.
Significant funding was also provided by EPA under a cooperative agreement with CPI.

Why was the knowledge base  developed?
    No such compendium of information exists today. Much of this information may be available
    on the Internet, but it is not organized in a fashion that facilitates easy retrieval.
    Innovative separation technology information is crucial to economic pollution prevention.
    To improve technology  transfer between industries  and within large organizations. People
    often become pigeon-holed; they need to have  a source  of information to cross-link to other
    organizations to find out what they are doing.
    To accelerate the consideration of capable separation technologies outside of the industry
    sectors where they have been primarily deployed.

Simply getting more information is not the answer. Between 1985 and 1995, the publications
cataloged included:
    5,708 on distillation
    23,108 on extraction
    52,  726 on adsorption
    111,520 on membranes.
There is also vendor technology data, unpublished information from conferences, corporate
information, and patent literature.

The benefit of this approach is that it provides guidance to accomplish source reduction and
design process changes. It  also provides consideration of other companies' innovative waste
reduction techniques, such as gas-gas and liquid-liquid separation technologies which minimize
or eliminate  end-of-pipe streams.  It also provides a sizable knowledge base of water reuse,
enabling quicker incorporation  of waste and/or energy reduction into operations.

The expected mode of operation in design is to use these tools in the conceptual design phase
or earlier to provide:
    Stream by stream flowsheet reviews for alternative technology options
    Information based on separation performance or function desired
    Alternate searches based on technology group or licensor or vendor name
    Quick reviews of many separation options for separation and recovery of contaminants in lieu
    of end-of-pipe treatment.

Information typically needed during this early design phase includes:
    Phase of the contaminant and carrier stream (gas, liquid, or solid)
    Chemical group of the contaminant and carrier stream
    Applicable temperature  and pressure ranges
    Applicable flow rate  and contaminant concentration
    Contaminant recovery desired
    Commercial status desired.


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The pollution prevention tool was released as Version 1.0 in July 1998. Version 2.0 is currently
under development.

Two of the tools were demonstrated (the Gaseous Pollution Prevention Design Options Tool and
the Separation Technologies Tool) and the following scenario was presented.

Scenario - Methanol Production Process
You are an experienced process engineer at a world-scale methanol plant. Your assignment is
to identify and evaluate the two best options for increasing plant production. Because cost is a
very important factor, the two options must take into account all of the current and near-future
safety, health,  and environmental requirements for methanol production. The most important
gaseous process effluent streams are:
    The synthesis loop purge, and
    The refining column overhead gas.

The most important aqueous process effluent streams are:
    The fusel oil side-draw from the refining column,
    Refining column bottoms, and
    Process condensate.

The best process information indicates that the synthesis loop purge is fairly large and contains
hydrogen, carbon monoxide, carbon dioxide, argon, nitrogen, and some methanol. The refining
column  overhead  gas contains acetone,  methanol, dimethyl ether, formaldehyde, and methyl
formate. These two streams are now fed to the boilers  for steam generation.

In your data gathering for the aqueous effluent streams, you have found the fusel oil stream to
contain  36% methanol, 6.3% ethanol, 1.5% i-propanol, 0.6% i-butanol, and 55.3% water. This
stream now goes to the boilers as fuel for gathering steam. The refining column bottoms is almost
entirely  water  with a very low concentration of methanol present and is currently routed to
biological treatment.  The process  condensate is also mostly water with a small  amount of
dissolved gases and some methanol. This stream currently is stripped with steam and recycled
back to the boiler feed waste steam system with the stripping steam recycled to the reformer inlet.

Once the best two options are identified, you intend to use a process simulator, as always in
design, to verify the effects (or lack thereof) on the rest of the production process.

One would go  into the gaseous pollution prevention tool in several ways. For instance, in this
case, select first a stream-by-stream analysis. Then select a contaminant, in this case an organic
contaminant such as methanol. Next select a carrier stream: hydrogen. Finally, select "OK" and
the computer will search the database and provide  results for the selected parameters. In this
case five technologies were selected; these included: alternative reaction pathways (1), stock pre-
treatment technologies (1), and recycle with (1) and without separation (2). The list includes the
company name and, in some cases, the product name. Simply select the technology of interest
to get more product information, including process information, process diagrams, reported results,
and point of contact.

The organic compounds were changed to phenol and the feed stream to air.  Ten technologies
were identified: alternative feedback (1), feedstock pre-treatment (1), recycle with separation (4),


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recycle without separation (3), and consolidated vent and relief systems (1).

CPAS  can define the contaminant  streams based  on the engineering properties  of  the
contaminant and carrier: nine combinations were listed. Select "gas-gas", choose the carrier (air),
define the feed conditions (temperature of 0 to 100 ฐC), pressure range (14.7 to 50 psia), range
of recovery (greater than 99.9%). The list of potential technologies has been narrowed to four.
Now, say you  decide that the recovery can be lower (less than 1,000 ppm) - this is mutually
exclusive  with the percentage selected earlier.  Then select a commercial status (pilot-plant
testing). The field  now includes 24 potential technologies.

This tool is a rather simple  concept. By input of basic process  information such as pressure,
temperature, carrier gas, etc., the list of technologies can be searched and narrowed. The plan
is to collect and update information from vendors. Version 2.0 will be more ergonomic, especially
in its use. The  tool is CD-based. Version 1.0 cannot be updated by the vendors. Version  2.0 will
use a shadow file that will be reviewed by a technical committee before inclusion in the database.
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Comparative Cost  Studies


Presented on September 17,1998 by Edward Moretti, Baker Environmental

VOCs can be abated through prevention (e.g., material substitution, process optimization, and
work practices),  recovery (e.g.,  adsorption,  adsorption/distillation, condensation, membrane
separation, and  volume reduction), and  destruction  (e.g.,  thermochemical  destruction,
photochemical destruction, plasma/electron beam destruction, and biofiltration). To select an
appropriate reduction strategy, the following steps should be followed:

1) Characterize the emissions by pollutant type and emission rate.

2) Identify appropriate environmental objectives. If regulatory-driven emission control is being
targeted, identify the  applicable VOC regulations and VOC abatement options that meet the
regulatory requirements. If emissions control is being targeted in order to comply with waste
minimization efforts, define the corporate culture and business objectives and the VOC abatement
options that eliminate or reduce waste sources.

3) Evaluate VOC abatement options. Assess applicability relative to various operating conditions
and parameters (exhaust stream flow rates, VOC concentrations, and VOC  categories - ketones,
alcohols, halogens, and  hydrocarbons). Also  assess energy requirements and environmental
issues (e.g., secondary environmental impacts, opportunities for recycle, and fugitive emissions).
The following  economic factors also need to  be considered: pretreatment considerations (e.g,
dilution, preheating, pre-cooling, humidification, dehumidification, particulate removal, entrained
liquid removal), maintenance requirements, and capital, annualized, and social costs.

4) Select the most cost-effective option which  meets the environmental objectives.

VOC Abatement Options-Applicability Table
The costs of VOC abatement options vary based on customer specifications, although in general
industrial applications are the most expensive, followed by commercial and then municipal efforts.
VOC abatement costs also vary based on the following: site preparation,  instrumentation and
controls, energy costs (fuel and electricity), solvent recovery value, operating/maintenance costs,
VOC concentrations, exhaust stream flow rates, the number of VOCs in the exhaust stream, the
type of VOC,  materials of construction, operator requirements, and the number of hours the
system is operated.

Abatement costs can be estimated by using best engineering judgement, published guidance, and
vendor  assistance.    The  following  guidance  is  available  on  TTN's  web  page  at
http://www.epa.gov/ttn: U.S. EPA COST-AIR, U.S. EPA HAP-PRO, and U.S. EPA OAQPS Cost
Manual. Additional cost guidance can also be obtained from the  technical associations and
state/local agencies. U.S. EPA has also developed a number of documents which can serve as
valuable background  information sources.

The following  comparative costs were developed  based on industrial  experience  and are
consistent with U.S. EPA cost programs.
    Natural gas = $2.10 per million BTU
    Electricity = $0.04 per kilowatt hour

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    Water = $0.08 per 10,000 gallons
    Catalyst life = 5 years
    Wastewater treatment = $0.50 per pound of VOC
    Value of recovered solvent = $0.50 per pound of VOC
    Membrane life = 3 years.

A comparative analysis of  capital costs for various exhaust abatement options (e.g, catalytic
oxidation,  regenerative  adsorption,  condensation, volume reduction, regenerative  thermal
oxidation, adsorption, and membranes) indicates that as gas flow rates rise near 10,000 scfm,
costs drop to the $50 to $350 per scfm range. This analysis also indicates that catalytic oxidation
and adsorption (at gas flow rates over 10,000 scfm) are the most cost-effective. The comparative
annualized costs  (without  social costs) for catalytic  oxidation,  regenerative adsorption,
condensation,  regenerative thermal oxidation, and adsorption also drop to a relatively narrow
range ($5 to $25 per year per scfm) at flows over 10,000 scfm.  In this comparison regenerative
adsorption appears to be the most cost-effective alternative.

The strong public support for environmental protection is leading many companies to consider
waste minimization for VOC abatement. Stockholder pressures  on industry to demonstrate
responsible care and strongly held sustainable development/green design values also contribute
to increased  interest  in waste minimization  approaches to  VOC abatement. In the  future,
innovative  technologies that  combine  pollution  abatement  with  manufacturing  process
improvements  will probably be more likely to experience commercial success.  In fact, according
to the U.S. Commerce Department, corporate spending on so called "integrated technologies" has
more than doubled since 1983.
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Availability  of Technology Information,  Including Internet-

Based  Sources


Presented on  September 17,1998 by Heriberto Cabezas, U.S. EPA NRMRL

There are a number of useful  technology information sources currently available, including
Internet-based sources. Five of these sources/tools are discussed below. These tools include:
    Three software applications  for finding or designing solvent substitutes
    One software application for quantifying pollution prevention progress
    One software application for modifying design parameters to reduce pollution in chemical
    processes.
The five tools discussed should not be viewed as a comprehensive list of information sources, but
rather as a subset of the available sources.

SAGE: Solvents  Alternatives Guide
SAGE is an Internet-based tool developed by the Surface Cleaning Program at Research Triangle
Institute in cooperation with the  U.S. EPA's Air Pollution Prevention and Control Division. It is
available at: http://clean.rti.org/

SAGE works as both an expert system for evaluating various process and chemistry alternatives
for a particular situation and as a hypertext manual on cleaning alternatives. The expert system,
or advisory portion of SAGE, will  ask a series of questions about the particular part(s) that need
to be cleaned. These are the same questions that a process engineer would have to answer when
changing a process (e.g., questions on size, part  volume, nature of the soil  to be removed,
production rate, etc.).

After the question and answer session is complete, the system produces a list of processes and
"chemistries", together with a relative score ranking those alternatives most likely to work for a
particular situation. The relative score will help the user rank the commercially available solvent
alternatives. SAGE can also be used as a reference source. Each alternative will also act as a
hyperlink to further information on the general use of the process or chemistry, safety data, and
case studies.

The Solvent and Process Alternatives Index can be used to access information directly on the
various alternatives listed in SAGE. Ideally this index can be used to retrieve information on a
specific alternative; it will not,  however, provide ranking information based on the process
requirements. SAGE also does not assist in the design of new solvents.

CAMD: Computer-Aided  Molecular Design
CAMD  was developed by R. Gani and P. Harper at the Computer-Aided Process Engineering
Centre, Department of Chemical Engineering at the Technical University of Denmark (DK-2800
Lynghy, Denmark). It can be used to select and design new solvents. CAMD applies the following
"Generate and Test" methodology:
    Compounds of the desired type are generated
    The generated  compounds are screened against the property constraints.

CAMD  contains the relevant rules on  numbers and types of atoms that can bond to form


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molecules. Compounds are generated based on thermodynamic properties (vapor pressure, etc.)
of the molecules requiring replacement. When an existing molecule is known,  the process is
relatively straightforward - there are thousands of chemicals in existence from which to choose.
In cases where the desired molecule does not exist, CAMD uses  reasonably sophisticated
computational chemistry to optimize the isomeric configuration of the selected chemical.

The following tools are needed to use CAMD:
    Structure generation algorithm
    Property prediction methods (usually by a group  contribution method or  a  computational
    chemistry method)
    Selection/search algorithms (to match the generated molecules to the required properties).

There are five steps during the application of CAMD:
    Step 1: Problem  formulation (identify  solute properties, target properties, and build a
    knowledge base)
    Step 2: Generation/testing of fragments (develop  group description and estimate primary
    properties)
    Step 3: Generation/testing of final structures (generate  isomers and estimate primary,
    secondary, functional properties)
    Step 4: Generate an atomic description and search database (develop an atomic description
    of candidates)
    Step 5: Final selection and analysis (sort candidates for specified properties and structural
    properties)
PARIS II:  Program for Assisting the Replacement of Industrial Solvents
PARIS II was developed by H. Cabezas, R. Zhao (Research Associate, National  Research
Council), and J. C. Bare of the U.S. EPA NRMRL (the core program and theory) and S. R. Nishtala
of Research Triangle Institute (Windows interface). PARIS II performs tasks similar to CAMD, but
works in a different manner. Paris has a database of 1,500 chemicals developed by the Design
Institute for Physical Properties Research under the auspices of the AlChE and a Consortium of
Industries.

PARIS II is a second generation solvent design software system. The program finds or designs
a  chemical  or chemical mixture that matches desired solvent properties.  It uses the static,
dynamic, performance, and environmental solvent properties. Various properties can be adjusted
to fine-tune  the selection. The software  yields application-independent substitute solvents  or
mixtures and optimizes the solvent to ensure that a single-phase material is developed and meets
other design requirements.  The substitute solvent should act as a "drop-in replacement" - it
should do essentially everything the original solvent did.

Properties that are evaluated by the PARIS II software are:

    Static (molecular mass, density, boiling point, vapor pressure, and six activity coefficients)
    Dynamic (viscosity, thermal conductivity)
    Performance (flash point)
    Environmental [air index,  total environmental index (eight environmental categories are
    evaluated - ozone depletion, global warming, smog formation, acidification, human toxicity-
    ingestion, human toxicity-exposure, ecological-aquatic toxicity, and ecological-terrestrial


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    toxicity)].

A  slide show demonstrating  an early  version  of  PARIS is  located on  the Internet at
www.rti.org/units/ese/p2/PARIS1.html

Pollution Prevention Progress (P2P)
P2P was developed by Greg Carroll, David Pennington (Post-doctoral  Research Associate,
ORISE), Robert Knodel [Senior Environmental Employee (SEE) Program Associate], and David
Stephan (Retired, 2/96) of the U.S. EPA NRMRL. P2P is a user-friendly, computer-based tool for
assessing pollution prevented (or sometimes increased)  as a result of  product  redesign,
reformulation, or replacement. There are two versions of the software: Mark I, released February
1995, and Mark II, released July 1997. The software provides:
    Before and after snapshots and reports describing pollution prevention accomplished with
    respect to media (water, soil/groundwater, and air); categories of pollution (human health,
    environmental use impairment, disposal capacity, and life-cycle stages)
    Classification for 22 classes of pollution prevented  (toxic  organics; toxic inorganics;
    carcinogens, teratogens, mutagens; fine fibers; heavy metals; radioactives; pathogens; acid
    rain precursors; aquatic life toxics; global warmers; biological oxygen demand; chemical
    oxygen demand; nutrients; dissolved solids; corrosives; ozone depleters; particulates; smog
    formers; suspended solids; odorants; solid wastes; hazard wastes).

P2P also accounts for energy-related pollution associated with pollution prevention. P2P - MARK
II includes the following improvements over Mark I:
•   A database containing almost 3000 pollutants
    Ability to search by CAS No. and synonym
    Ability to deal with incompletely-classified pollutants
    Ability to report potential regulatory impact.

P2P - MARK III is currently under development. The proposed improvements over the Mark II
version include:
    Windows-based program
    Accounts for "potencies" of pollutants (i.e., characterization) with respect to environmental
    and health impacts
    Restructuring of impact categories to improve comprehensiveness, consistency with other
    Science Advisory Board (SAB) tools.

WAR: Waste Reduction Algorithm
WAR was developed by D. Young, H. Cabezas, and J. C. Bare of the U.S. EPA, NRMRL and by
G. Pearson of Chemstations, Inc. The WAR algorithm is a design tool for chemical manufacturing
processes which evaluates the environmental impacts of proposed process flow sheets  and
assists in reducing pollution. It uses a process simulator along with an associated methodology,
i.e., theory, and a database of chemical environmental impact information to compute indexes
representing the generation of potential environmental impacts inside the process plant, and the
emission of potential environmental impact from the process plant. As changes are made in an
attempt to reduce pollution generated and emitted, these indexes are used to make comparisons
for evaluating  the environmental impact of those changes.  Whereas  P2P  tracks pollution
prevention progress, the WAR  Algorithm is  a manufacturing process design too! for use  with
computer process simulators. WAR will be available as part of ChemCAD simulator.
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Paint Spray Booth Design  Using Recirculation/Partitioning

Ventilation


Presented on  September 17,  1998 by Charles Darvin, U.S. EPA NRMRL

This presentation addresses process modifications to reduce air flow in paint spray booths and
thus control equipment size and cost. The presentation included background information on
paint spray booth design, particularly recirculation issues. The information presented was
obtained over a number of years during a multi-agency effort between the EPA, Department of
Defense, and U.S. Marine Corps. Results from the demonstration of a novel recirculation/flow
partitioning paint  spray booth were also included.

Flow Management and Reduction
Both the technical and economic feasibility of various options have to be evaluated when
choosing an emission control strategy. Although it is generally understood within the
engineering field  that almost any emission source can be controlled if the necessary funding is
available, few facilities have the wherewithal to pay for expensive control strategies. Since
emission control costs are typically dependent on the volume of air requiring treatment,
strategies to reduce and manage air flow were targeted by EPA and its partners during this
effort.

Paint booths use process air to support a reaction and provide a safe environment during
painting/surface cleaning operations. Since the volume of air requiring treatment is dependent
on process air throughput, EPA and its partners first focused their efforts on techniques to
reduce direct air  input. Based on tests performed on 20 to 30 conventional spray booths, EPA
knew that typically more air is processed  through conventional systems than is needed to
maintain safe operating conditions. Since spray booth design is regulated under OSHA, EPA
also investigated  whether design changes to reduce direct air input would impact compliance
with applicable regulations (e.g., regarding air velocity and internal pollutant concentrations).
EPA and its partners also considered including air recirculation, which has been used to a
limited extent since the late 1970's.

Air Recirculation in Paint Spray Booths
The recirculation concept can  reduce control equipment and operating costs (due to smaller
equipment and air volume reductions), thus allowing for the continued use of high
concentration solvent (VOC) coatings. Although recirculation is not a control technology, it is a
booth design concept that enhances emission control alternatives.

Since both capital and operating costs for spray booth emission treatment vary  based on air
flow, and since economical control options for controlling these flows are not readily available,
the goal of this effort was to develop a design that reduces exhaust flow rates to air pollution
control systems or the atmosphere.

What is Recirculation?
In conventional, horizontal-flow spray booths, the inlet air flows though the booth in a straight
path and is exhausted through the front of the booth for treatment or to the atmosphere. After
examining these booths, it quickly becomes obvious that to control emissions the total volume


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of air entering and exiting the booths needs to be controlled.

When recirculation is used, a portion of the process exhaust is recirculated in the booth,
reducing fresh intake air and process exhaust volumes. The fresh intake air combines with the
recirculated air to form a homogenous, dilute mixture which complies with safe operating
levels.

Interpreting Government Agency  Regulations
When evaluating that a recirculating spray booth could be designed, the following health and
safety issues were researched and addressed:
    Does recirculation violate the intent of OSHA regulations 1910.94 and 1910.107?
    Does recirculation, as recommended and presently used, present an added safety
    burden?

OSHA 1910.107, which covers spray painting using flammable and combustible materials, is
intended to provide a safe operating environment (from a fire hazard perspective) and can be
interpreted to forbid recirculation. However, since most booths operate at combustible element
concentrations that are lower than concentrations needed to sustain combustion (e.g., at 20 to
50 ppm rather than 9,000 to 10,000 ppm), combustion is unlikely.

OSHA 1910.94 (C)(3) on ventilation covers the design and construction of paint booths.
Although this rule does not place restrictions on recirculation, it refers to OSHA 1910.1000 for
health and safety issues associated with toxic and hazardous substances. OSHA 1910.1000
contains concentration limits for  toxic and hazardous  substances. Under this regulation, if the
concentration(s) in the booth  exceeds a  specified limit(s), the booth is not deemed acceptable
for human occupation.

After  working with EPA on the recirculation issue, in 1994 OSHA determined that recirculated
booths could be used as long as the equivalent toxicity of the stream, as calculated using the
below equation, was less than 1:
                                ri

                               I
[concentration],
      TWA.
where,
    [concentration]! = concentration of each hazardous constituent
    TWA, = TWA (time weighted average) of each hazardous constituent (as defined by
    OSHAorAIChE).

As a result of this decision, this equation has driven recent paint booth designs.

Concentration Distributions and Their Impact on the Design of Partitioned Booths
Studies of the vertical distribution of contaminants in paint booth exhausts show that
contaminant concentrations formed a gradient in the vertical direction, with concentrations
decreasing with the distance from the floor. By plotting these concentrations (x-axis) versus
height (y-axis) and integrating the area under the graph at a specific height, the amount of
pollution in the air at a given height can be calculated.
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These findings led to the conceptualization of split-flow ventilation systems, which separate the
lean air from the concentrated portion at the bottom of the booth. The end result was a design
for a partitioned/recirculating paint booth, which was capable of recirculating the less
concentrated exhausts (e.g., the leaner flow) and forwarding the more concentrated exhaust
for treatment.

Projections for the Partitioned/Recirculating Paint Booth
Projected recirculated concentrations from a 55,000 cfm air flow contaminated with 5.5.
milligrams per cubic meter (mg/m3) toluene, 4.9 mg/m3 butyl acetate, 0.206 mg/m3 xylene,
0.0046 mg/m3 naphthalene, 0.014 mg/m3 diethyl phthalate, and 0.08 mg/m3 di-n-butyl-
phthalate yielded the following results:
    At a recirculation rate of 25%, the equivalent toxicity was 0.03 and the exhaust rate
    41,000 cfm.
    At a recirculation rate of 75%, the equivalent toxicity was 0.05 and the exhaust rate was
    13,750 cfm.
    At a recirculation rate of 90%, the equivalent toxicity was 0.139 and the exhaust rate was
    5,500 cfm.

A comparison of pre- and post-modification  booth flows and costs (with no recirculation and
63% recirculation) revealed the following:
    Exhausted flows dropped from 55,000 scfm to 20,210 scfm.
    Estimated costs dropped from $1.1 million to $400,000.
    Operating costs dropped from $130,000 to $50,000.

Demonstration Results
Under this project, a partitioned/recirculating paint spray booth was used to paint tanks at the
Marine Corps Logistics Base in Barstow, California. During this demonstration, air flow was
reduced from 55,000 scfm to 20,210 scfm. Although the concentrations in the booth increased
significantly over original levels, the equivalent toxicity factor was 0.72 before dilution (with
intake air) and 0.4 after dilution.

Why it Works
Partitioned recirculating paint booths work for the following reasons:
    Pollutants are typically heavier than air  and will, therefore, fall towards the bottom of the
    booth
    Heavier solid and gaseous pollutants fall to lower levels of the booth prior to exhaust
    Pollutants follow flow streamlines from release point or fall to the booth floor
    Recirculated  air is relatively clean of paint pollutants
    Recirculated  concentrations do not approach health and safety limits
    Health and safety limits are based on the concentration, not the total volume, of paint
    used.
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Summary and Concluding Remarks/Seminar Follow-On Efforts


Presented on September 17, 1998 by Scott Hedges, U.S.  EPA NRMRL

Following the breakout sessions, summary and concluding remarks were presented, along with
a brief outline of follow-on efforts.

Summary and Concluding Remarks
There is a need for more guidance documents and information on source reduction - process
design  and  VOC  recovery technologies.  There is also a need to incorporate pollution
prevention/waste minimization into VOC recovery/source reduction issues, to improve recovery
cost-effectiveness (in part through flow VOC concentration and flow reduction), and to continue
to convert promising/emerging recovery technologies into viable commercial applications.

Follow-On Efforts
In addition to this seminar summary report, an edited videotape of the seminar presentations will
also be distributed as a technology transfer aid through the U.S. EPA Center for Environmental
Research Information (CERI).
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Breakout Session Summaries

introduction
The purpose of the breakout sessions was to have the VOC Recovery Seminar attendees identify
VOC recovery research needs and barriers preventing companies from employing recovery
strategies. The sessions were also designed to get feedback on technology transfer needs (e.g.,
guidance documents and handbooks)

A questionnaire was sent to each attendee prior to the seminar focusing on three main areas:
barriers, research needs, and technology transfer. The attendees were asked to fill out the
questionnaire and bring it with them to the breakout sessions for discussion. Each breakout
session had a facilitator as well as a note-taker to assist the progression of the discussions. After
the breakout sessions were completed, Seminar attendees reconvened to discuss and highlight
points made in the individual groups. A copy of the questionnaire is included in Appendix B.

Session highlights are summarized below. Individual session notes are included in rough outline
form in Appendix B. A list of each group's participants, along with their affiliation, is also provided
in Appendix B. Each group conducted discussions in different manners, as is seen in this report
and Appendix B. Group B adhered strongly to the prepared questionnaire; Groups A and C, on
the other hand, applied the questionnaire more loosely to their discussions.

Group  A
Mr. Daniel Mussatti of U.S. EPA OAQPS summarized Group A's session. He opened by stating
that the three main barriers to VOC recovery technology innovation are: 1) lawyers; 2) government
(EPA); and 3) society.

He first addressed the impact lawyers had on blocking the use and development of innovative
VOC recovery technologies. He noted that, in the absence of regulatory drivers, more incentives
are needed to encourage the use of new technologies. Additionally, barriers that limit technology
innovators from recouping the cost of recovery research need  to be removed/reduced.  As an
example, he noted  that patented technologies dropped  significantly in cost after the patent
expires. He suggested, that tax incentives could be given to companies to reduce the cost of a
patented technology to encourage wider use.

He also attributed some of the responsibility for innovation barriers to the "command and control"
attitude common to government officials and regulators. He noted that this attitude resulted in
proven  (older) technologies being used more often than new innovative technologies.

He then noted that society's short-term, bottom-line attitude prevents  companies and other
organizations  from taking the long view on environmental issues. With accountants making most
major decisions, recovery technologies, which at best can be seen as a "cost savings" option, can
never rise to the forefront of organizational agendas.

He concluded by summarizing his group's recommendations for overcoming barriers to innovative
VOC recovery development and use. The following recommendations were made:
    Show a cost benefit
    Provide tax  incentives for investors/developers/users of innovative (risky) technologies (e.g.,
    for patent relinquishment)
                                         60

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    Consider increasing regulatory flexibility; focus on the spirit of the law rather than the letter
    of the law
        Give variances where variances are needed
        Examine on a situation by situation basis
    Provide performance bonuses to facilities for reducing emissions from stacks, etc.
    Increase collaboration between industry/government/academia.

Group B
Dr. Kamalesh Sirkar of NJIT summarized Group B's session. His group started by asking industry
representatives from Intel and Owens Corning to identify what they thought were the biggest
barriers to the use and development of VOC recovery technologies. They responded that solvent
recovery is not profitable due to the low values associated with the recovered materials and
because solvent mixtures (which are more common than a single solvent stream) are more difficult
to recover. As a result, industry is more likely to employ destructive practices (e.g., incineration),
even though they will need to deal with NOX and sulfur oxides (SOX). Session members suggested
that in addition to needing cheaper recovery technologies,  industry also needs to receive
recognition for using an 85% effective recovery process instead of a 95% effective incineration
process.

Dr. Sirkar then suggested that recovery be employed at every point of use in a process.  He noted
that in the current regulatory  environment, however, a permit is needed  for every point in the
process. This presents a significant regulatory barrier to VOC recovery use as compared to
incineration, which often requires one control permit for one stream.

Dr. Sirkar then noted the following R&D needs:
    Chemical adsorbent performance, cost, and other data need  to be compiled and made
    available  to  the public.  Material capabilities and behavior with various compounds or
    combinations of compounds should be included.
    Technologies/media capable of treating low molecularweight polar organic compounds need
    to be developed/improved.
    Research to identify the operational and performance characteristics of a variety of VOC
    recovery  technologies/media (i.e.,  concentration ranges,  temperature ranges, percent
    removals).
    More compact technologies ("unit ops") for small source use.

Dr. Sirkar closed by noting the following technology transfer needs:
    Develop a comprehensive data base containing operational and performance characteristics
    (i.e., concentration  ranges, temperature ranges, percent removals)  of a variety of VOC
    recovery  technologies/media. This  database  will be  particularly useful to facilities  and
    companies with a combination of VOC recovery needs/situations.
    Develop a manual containing standard test methods or test conditions to compare different
    techniques.

Group C
Mr. Stephen Adler of CWRT summarized Group C's session. His group started by defining the
biggest  problems VOC  recovery technologies  need to  address,  namely:  1) low flow,  high
concentration  streams;  or  2) high flow,  low concentration streams.   He noted  that  past
improvements treating/reducing stream concentrations, had increased the difficulties  faced by
currant VOC recovery developers as they try to treat lower and lower concentration streams.


                                          61

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He discussed the R&D needs identified by Group C. He noted that some of the needs were more
research-oriented  and  other  more development-oriented. The following R&D  needs were
identified:
    "Real-world" process demonstrations are needed
        There is less need for new ideas to tackle a familiar problem except when costs are
        "excessive"
    Demonstration funding is needed (e.g., DOE)
    Academia, national labs, etc., focus on areas where existing  technologies are  not cost-
    effective
    EPA/national labs should focus on helping industry commercialize  technologies and not on
    basic research
    Technology developers need to work with EPA on demonstration sites (testing is expensive)
    Government funding for "not-for-profit" efforts is drying up and other sources of funding are
    also difficult to obtain (industry is uninterested because the incentives are low)
    Funding is going to the wrong places.

Adler then noted the following barriers to VOC recovery development and use:
    Must be able to recycle materials for in-plant use, not off-site use. Also, the recycled material
    needs to have a recovery value at least $100,000 per year, and a rate of return less than 2
    years, for the technology to be used.
    Must be able to recycle materials for in-plant use
    Many systems are "on-off"
    Many technologies are not adaptable to small scale systems ("mom" and "pop" operations
    without the means, staff, or knowledge to operate complicated  systems). Since technology
    providers cannot provide as much  service to small providers (a marketing barrier), these
    products must be robust, reliable, and require little technical attention.
    Lack of funds for commercial "real-world" demonstrations
        EPA does not  have significant funding to support this
        Lack of data prevents technologies from succeeding in the market
    Small point sources often do not have the funding to install recovery systems
    "White shoe salesman" syndrome - Does the technology really work?
    Regulatory uncertainty (e.g., "Any day now" regulations) and State and Federal regulations
    which keep being pushed back
    Lower cost systems are needed for low concentration streams
    Lack of readily available sources of information (e.g., databases) on existing technologies.

Adler concluded his summary by briefly presenting the following suggestions for overcoming
technology barriers:
    Better identification of barriers to VOC recovery technology use and development
    Provide incentives for new technologies
    Eliminate the short term bottom-line mentality
    Address hazardous waste  issues which present a barrier for establishing new markets for
    VOC recovery
    Address the fact that a social conscience is not profitable
    Tax incentives
    Increase regulatory flexibility
    Performance bonuses
    Trading programs
    Increase collaboration between industry and government for demonstration programs.


                                          62

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Appendix A -  List of Seminar  Attendees
 Stephen Adler
    Office:   (203) 750 0219
    Fax:    (203) 750 02 19
    E-mail:  Stephen.adler@compuserve.com
 Center for Waste Reduction Technologies
     16 Grey Hollow Road
    Norwalk, CT 06850
Frank Alvarez
    Office:
    Fax:
    E-mail:
U.S. EPA, NKMRL
    26 W. Martin Luther King Drive
    Cincinnati, OH 45268
Jimmy Antia
    Office:   (513) 556 3637
    E-mail:
           jimmy. antia@uc. edu
William Asher
    Office:   (650) 859 2823
    Fax:     (650) 859 3678
    E-mail:  bill asher@qm.sri.com
    University of Cincinnati
    Dept. of Civil & Environmental Engineering, ML 007 1
    Cincinnati, OH 4522 1-007 1
 SRI  International
    333 Ravenswood Ave
    Menlo Park. CA 94025
Richard Baker
    Office:  (650) 328 2228, ext 111
    Fax:     (630) 328 6580
    E-mail:  mtr@mtrinc.com	
Membrane Technology and Research
    1360 Willow Road, #103
    MenloPar^A   94025
Kathy Baldock
    Office:   (513) 333 4704
    E-mail:  (513)651 9528
    kathy.baldock@does. hamilton-co.org
Hamilton County DOES
    1632 Central Parkway
    Cincinnati, OH 452 10
Michael Barrasso
    Office:   (908) 233 2882
    Fax:    (908) 233 1064
    E-mail:  mbarrasso@csmsystems.net
Satish Bhagwat
    Office:   (740) 321 5265
    Fax:    (740) 32 1 7567
    JatJaiilbhagwat@owenscorning. com
CSM Environmental Systems
    200 Sheffield Street, Suite 305
    Mountainside, NJ 07092
Owens Coming
    2790 Columbus Road
    Granville, OH 43023
Dibakar  Bhattacharyya
    Office:   (606) 257 2794
    Fax:     (606) 323 1929
    E-mail:  db@engr.uky.edu
University of Kentucky
    Department of Chemical Engineering
    Lexington, KY 40506-0046
Edward Biedell
    Office:  (908) 685 4238
    Fax:    (908) 685 4181
    E-mail: edward biedell@reeco.r-c.com
REECO
    P.O. Box 1500
    Somerville, NJ 08876
Steven  Billingsley
    Office:  (805)  833 9200
    E-mail: (805)  833 9300
    amerpure@lightspeed. net
Ameripure, Inc.
    6701 McDivitt Drive, Suite A
    Bakersfield, CA 933  13
Paul Bishop
    QSSkQ)  556  3675
    E-mail: (5  13) 556 2599
    pbishop@boss.cee.uc.edu
University of Cincinnati
    Department of Civil & Environmental Engineering
    Cincinnati,  OH 4522 1-007 1
                                                    63

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Karen Bore 1
    Office:  (404) 562 9029
    E-mail: (404) 562 90 19
	borel. karen@epa.gov
                                      U.S. EPA, Region 4
                                          61  Forsyth Street
                                          Atlanta, GA 30303
Heriberto Cabezas
    Offke:  (513)  569 7350
    Fax:    (513)5697111
    E-mail: cabezas.heriberto@epamail.epa.gov
                                      U.S. EPA, NRMRL
                                          26 W. Martin Luther King Drive
                                          Cincinnati, OH 45268
Richard Carter
    Office:)   793  7600
    Fax:    (614) 797 7620
    E-mail: george.r.carter@cpmx.saic.com
                                      Science Applications International Corporation
                                          655 Metro Place South, Suite 745
                                          Columbus,  OH  43017
Bor-Yann Chen
    Office:
    Fax:
    E-mail: chen.bor-yann@epamail.epa.gov
                                      U.S. EPA, NRMRL
                                          27 W. Martin Luther King Drive
                                          Cincinnati, OH 45268
Yoram Cohen
    Officb.0)  825  8766
    Fax:    (3 10) 645 5269
    E-mail: yoram@ucla.edu
                                      University of California, Los Angeles
                                          553 1 -E Boelter Hall
                                          Los Angeles, CA
Vern Corbin
    Office:
    Fax:
    E-mail:
                                      Trotter  Equipment  Company
                                          Cincinnati, OH
James Dale
    OJM)  846 5710
    Fax:    (614) 43  10858
    E-mail: jimdale@nucon-int.com
                                      NUCON International
                                          7000 Huntley Road
                                          Columbus,  OH  43229
Charles Darvin
    OJM)  541  7633
    Fax:    (919) 5417891
    E-mail: darvin.charles@epa.gov
                                      U.S. EPA, NRMRL
                                          MD-61 U.S. EPAMailroom
                                          Research Triangle Park, NC 277 11
John Davison
    QJHej)  613  9262
    Fax:    (503) 613 9299
    E-mail: john.davison@intel.com
                                      Intel Corporation
                                          5200 N.E. Elam Young Parkway
                                          Hillsboro, OR 97124
Frank Desantis
    Office:  (908) 685 4248
    Fax:    (908) 685 4181
    E-mail: frank desantis@reeco.r-c.com
                                      REECO
                                          P.O. Box 1500
                                          Somerville, NJ 08876
Jean Dye
    Offke:
    Fax:
    E-mail:
(513) 5697345
U.S. EPA, NRMRL
    26 W. Martin Luther King Drive
    Cincinnati, OH 45268
Joe Enneking
    Office:   (614) 846 5710
    Fax:     (614)4310858
    E-mail:  ioeenneking@nucon-int.com
                                      NUCON International
                                          7000 Huntley Road
                                          Columbus, OH 43229
James Gallagher
    Office:   (770) 984 4136
    Fax:     (770) 984 4107
    gpia@chevron.com	
                                      Chevron Products Co.
                                          2200 Windy Ridge Parkway, Suite 800
                                          Atlanta, GA 30339-5673
                                                     64

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Sowmya Ganapathi-Desai
    Office:  (513) 569 7232
    Fax:    (5 13) 569 7677
    E-mail: ganapathi-desai. sowmya@epamail.epa.gov
                                                 U.S. EPA
                                                     26 W. Martin Luther King Drive, MS 443
                                                     Cincinnati, OH 45268
 James  Garmaker
    Office:  (65 1) 778 4307
    Fax:    (651)7786745
    yganriaker@mmm. com
                                                 3M Company
                                                    Bldg 42 2W-09
                                                    P.O. Box 3333 1
                                                    St. Paul, MN 55133
Emma Lou George
    Office:  (5 13) 569 7578
    Fax:    (513) 569 7585
    E-mail; george.emmalou@epamail.epa.gov
                                                 U.S. EPA, NRMRL
                                                    26 W. Martin Luther King Drive
                                                    Cincinnati, OH 45268
Jayant Gotpagar
    Office:   (502) 564 4797
    Fax:    (502) 564 5096
    E-maJJ.  jayant@engr.uky.edu
                                                University of Kentucky - FFOU
                                                     18 Reilly Road
                                                    Frankfort, KY 40601
Margaret Groeber
    Office:   (513) 569 5865
    Fax:    (513) 569 5864
    E-mail:  mgroeber@pol.com
                                                 Science Abplications International Corporation
                                                    2260 Park Avenue, Suite 402
                                                    Cincinnati, OH 45206
Doug Grosse
(3ffM) 569 7672
Fax:
E-mail:
U.S. EPA, NRMRL
26 W. Martin Luther King Drive
Cincinnati, OH 45268
Lee Gruber
    Office:  (513) 333 4716
    Fax:     (513) 651 9528
    E-mail:  lgruber@hamilton-co.org
                                                Hamilton County  DOES
                                                    1632 Central Parkway
                                                    Cincinnati, OH 45210
Ajay Gupta
    Office:
    Fax:
    E-mail:
           (3 13) 207 8500
           (313)207 8930
Durr Environmental, Inc.
    14492 Sheldon Road,  Suite 300
    P.O. Box 701608
    Plymouth, MI 48170	
Terry Harris
    Qffiha) 467 2470
    Fax:     (513) 467 2137
    E-mail: terry-a.harris.b@,bayer.com
                                                Bayer Corporation
                                                    356 Three Rivers Parkway
                                                    Addyston, OH 4500 1
Teresa Harten
    QffiteO  569  7565
    Fax    (513) 569 7677
    E-mail: harten.teresa@epamail.epa.gov
                                                U.S. EPA, ORD, NRMRL, STD
                                                    26 W. Martin Luther King Drive
                                                    Cincinnati, OH 45268
Scott Hedges
    QffibeD  569  7466
    Far:    (513) 569 7585
    Eetrgak scott@epamail .epa. gov
                                                U.S. EPA, ORD, NRMRL
                                                    26 W.  Martin Luther King Drive, MSG77
                                                    Cincinnati, OH 45268
Lynn Ann Hitchens
    Qffite3)  569 7672
    Fax:
    E-mail:
                                                U.S. EPA, NRMRL
                                                    26 W. Martin Luther King Drive
                                                    Cincinnati. OH 45268
John Hofmann
    Office:  (513)4672321
    Fax:    (513)4672137
    E-mail: john-f.hofmann/o;bayer.com
                                                Bayer Corporation
                                                    River Road
                                                    Addvston. OH  45001
                                                    65

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William Jones
    Office:  (3 12) 886 6058
    Fax:   (3 12) 886 5824
    E-mail: jones.william@epamail.epa.gov
U.S. EPA
    77 W. Jackson Boulevard
    Chicago, IL 60604
Sumana Keener
    (ma)  556 2542
    Fax:    (513) 556 2522
    E-mail: skeener@uceng.uc.edu
University of Cincinnati Environmental Training Institute
    1275 Section Road
    Cincinnati, OH 45237
Jon Kostyzak
    Office:  (714) 374 7459
    Fax:    (714) 374 7469
    E-mail: jkosty2ak@mvv-industries.com
M&W Industries, Inc.
Walter Koucky
    Office:  (513) 569 5860
    Fax:    (513) 569 5864
    E-mail: wkoucky@pol.com
Science Applications International Corporation
    2260 Park Avenue, Suite 402
    Cincinnati, OH 45206
Rolf Laukant
    Office:  (630) 279 3464
    Fax:
    E-mail: prismjr@msn.com
Prism Environmental Equipment
    531 S. Monterey
    Villa Park, IL 60181
Wayne McDaniel
    Office:
    Fax:
    E-mail:.
Trotter Equipment Company
    Cincinnati, OH
Hugh W. McKinnon
    Office:  (513) 569 7689
    Fax:    (513) 569 7549
    E-mail: mckinnon.hugh@epamail.epa.gov
U.S. EPA, NRMRL
    26 W. Martin Luther King Drive, MS 225
    Cincinnati, OH 45268
Alberta Mellon
    Office:  (513) 333 4730
    Fax:    (513) 651 9528
    E-mail: alberta.mellon@does.hamilton-co.org
Hamilton County  DOES
    1632 Central Parkway
    Cincinnati, OH 45210
Edward Moretti
    Qffke:  (412) 269 6055
    E-mail: (412) 269 6097
	emoretti@mbakercorp.com
Baker Environmental
    420 Rouser Road
    Coraopolis, PA 15 108
Dan Murray
    Office:  (513) 569 7522
    Fax:    (5 13) 569 7585
    E-mail: murray.dan@epamail.epa.gov
U.S. EPA, ORD, NRMRL
    26 W. Martin Luther King Drive
    Cincinnati, OH 45268
DanieLMussatti
    Office:  (919) 541 0032
    Fax:    (919) 541 0839
    E-mail: mussatti.dan@epa.gov
U.S. EPA, OAQPS, ISEG
    MD-15
    Research Triangle Park, NC 277 11
Ion Nicolaescu
    Office:  (740) 321 6392
    Fax:    (740) 321 7567
    E-mail: ion.nicolaescu@owenscorning.com
Owens Corning
    2790 Columbus Road
    Granville, OH 43023-1200
Carlos Nunez
    OJM)  541  1156
    Fax:    (919) 541 7891
    E-mail: cnunez@engineer.aeerl.epa.gov
U.S. EPA, NRMRL
    MD-61U.S.EPAMailroom
    Research Triangle Park, NC 277 11
                                                    66

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 Stephen Opperman
    Office:  (616) 845 6679
    Fax:    (616) 845 6749
    E-mail: ranger@t-one.net
 Ameripure, Inc
     84 North Dennis Road
     Ludmgton, MI 4943 1
Dave Polachko
    OffibeJ)  248  8878
    Fax:    (419) 325 4878
    E-mail:  david.palochko@owenscorning. com
 Owens Cornine
    One Owens Coming Parkway
    Toledo, OH 43659
 Craig Patterson
    OffibeO  569  7359
    Fax:    (5 13) 569 7707
    E-mail: itcorp.te@epamail.epa.gov
 IT Corp
    c/o T&E Facility
     1600 Gest Street
    Cincinnati, OH 45204
Robert Patty
    Office:   (801) 766 8075
    Fax:    (801) 766 8076
    E-mail: rmpatty@burgoyne.com
The  Construction Productivity Institute
    568 West 2280 North
    Lehi, UT 84043
Paul Randall
    Office:  (513) 569 7673
    Fax:     (513) 569 7677
    E-mail: randall.paul@epamail.epa.gov
U.S. EPA, NRMRL
    26 W. Martin Luther King Drive
    Cincinnati. OH 45268
Priya Rangarajan
    Office:   (606) 323 2976
    F_ax:    (606) 323 1929
    E-mail: prrang01@engr.uky.edu
University of Kentucky
     177 Anderson Hall, Chemical Engineering
    Lexington, KY 40506
Joseph Rogers
    Office:   (212) 591 7727
    Fax-     (212) 591 8895
    E-mail: jorogers@aiche.org
Center for Waste Reduction Technologies
    3 Park Avenue
    New York. NY 10016-5901
Steven Rosenthal
    Office:   (3 12) 886 6052
    Fax:     (3 12) 886 5824
    E-mail:  rosenthal. steven@epamail.epa.gov
U.S. EPA
    77 W. Jackson Boulevard
    Chicago, IL 60604
Brad Russell
    Office:  (847) 375 7418
    Fax:     (847) 375 7982
    E-mail:  bprussel@uop.com
UOP
    50 E Algonquin Road,
    P.O. Box 5016
    Des Plames, IL 600 17-50 16
Philip Schmidt
    Office:  (512)471 3118
    Fax:     (5 12) 471 1045
    E-mail:  pschmidt@mail.utexas.edu
Chris Schnetzer
    Office  :
    Fax:
    E-mail:
University of Texas at Austin
    Department of Mechanical Engineering, MC C2200
    Austin, Texas 78712
Trotter 'Equipment Company
    Cincinnati, OH
Brian Schumacher
    Office:  (702) 798 2242
    Fax:    (702) 798 2 107
    E-mail: schumacher.briani'Siepamail.epa.eov
U.S.EPA,NERL,ESD-LV
    P.O.Box 93478
    LasVegW    89193-3478
Mohamed Serageldin
    Office:   (919) 541 2379
    F_ax:     (919) 541 5689
    E-mai! 3in. mohamcdg:,epamail. epa. gov
U.S. EPA
    QAQPS-MD-13
    Research Triangle Park, NC 27711
                                                     67

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Larry Shaffer
    Office: (614) 846 5710
    Fax:    (614) 4310858
    E-mail: lsharTer@nucon-int.com
                                      NUCON International
                                          7000 Huntley Road
                                          Columbus, OH 43229
Richard  Sharp

    Fax:
    E-mail:
       7393
U.S. EPA, NRMRL
    26 W. Martin Luther King Drive
    Cincinnati, OH 45268
Subhas Sikdar
             569  7528
    Fax:
    E-mail: sikdar.subhas@epa.gov
                                      U.S. EPA, NRMRL
                                         26 W. Martin Luther King Drive
                                         Cincinnati, OH 45268
Guy Simes
    Office:  (513) 569 7845
    Fax:    (513) 569 7677
    E-maJl. simes.guy@epamail.epa.gov
                                      U.S. EPA, NRMRL
                                         26 W. Martin Luther King Drive
                                         Cincinnati, OH 45268
Kamalesh Sirkar
    Office:  (973) 596 8447
    Fax:    (973) 596 8436
    E-mail: sirkar@admin.njit.edu
                                      New Jersey Institute of Technology
                                          136 Bleeker Street
                                         Newark, NJ 07102
Johnny Springer
    Office:  (513) 569 7542
    Fax:
    E-mail:
Anand Srinivasan
    Office:  (412) 777 7735
    Fax:    (412) 777 7447
    E-mail: andy.srinivasan.b@bayer.com
Jim Strahan
    Office:  (616) 845 6679
    Eamail: (616) 845 6749
	ranger@t-one.net	
                                      U.S. EPA, NRMRL
                                         26 W. Martin Luther King Drive
                                         Cincinnati, OH 45268
                                      Bayer  Corporation
                                          100 Bayer Road
                                         Pittsburgh, PA 15205
                                      Ameripure,Inc.
                                          84 North Dennis Road
                                          Ludington, MI 4943 1
Frank Stoy
    Office:
    Eainail:
(513) 333 4716
(5 13) 65 1 9528
Hamilton County DOES
    1632 Central Parkway
    CincinnaGFT. 45210
Vivek Utgikar
    Office:
    Fax:    (5 13) 569 7105
    E-mail: utgikar.vivek@epamail.epa.eov
                                      U.S. EPA
                                         26 W. Martin Luther King Drive
                                         Cincinnati, OH 45268
Leland Vane
    Office:  (513) 569 7799
    Fax:    (513) 569 7677
    E-mail: vane.leland@epamail.epa.gov
                                      U.S. EPA, NRMRL
                                         26 W. Martin Luther King Drive, MS 443
                                         Cincinnati, OH 45268
Jerry Waterman
    Office:  (513) 569 7834
    Fax:    (5 13) 569 7585
    E-mail: waterman.ierry@epamail.epa.gov
                                      U.S. EPA, NRMRL
                                         26 W. Martin Luther King Drive
                                         Cincinnati, OH 45268
Jack Watson
    Office:  (423) 574 6795
    Fax:    (423) 576 7468
    E-mail: watsonjs@ornl.gov
                                      AIChE Research, New Technology Committee
                                         P.O. Box 2008
                                         Oak Ridge, TN 37831-6178
                                                    68

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Nan Wei
    Office:)  420 598  1
    Fax:    (630) 420 4678
    E-mail:  nwei@amoco.com
                                      Amoco
                                          150 W. Warrenville Road
                                         Naperville, IL 60563
Jim Wessels
    Office:
    Fax:
    E-mail:
                                      Trotter Equipment Company
                                         Cincinnati, OH
Hans Wijmans
    Office: (650) 328 2228, x 118
    Fax:   (650) 328 6580
    E-mail: wijmans@mtrinc.com
                                      Membrane Technology and Research, Inc.
                                          1360 Willow Road
                                         Menlo Park, CA 94025
John Williams
    Office:  (2 19) 277 2577
    Fax:    (2 19) 277 3775
    E-mail: eps@asme.org
                                     EPS
                                         P.O. Box 6034
                                         South Bend, IN 46660
Walter Wilson
    Office:  (801) 775 6902
    Fax:    (801) 777 4306
    E-mail: wilsonw@hillwpos.hill.af.mil
                                     Hill Air Force Base
                                         00-ALC/EMC
                                         Ogden, UT 84015
Mike Worrall
    Office:   (630) 577 0400
    Fax:   (630)5770401
    E-mail:  mworrall@amcec.com
                                     AMCEC. Inc.
                                         2525 Cabot Drive
                                         Suite 205
                                         Lisle, IL 60532
Qingzhong Wu
    Offibel)  556  2498
    Fax:    (513) 556 2599
    E-mail: wuqg@email.uc.edu
                                     University of Cincinnati
                                         Department of Civil & Environmental Engineering
                                         Cincinnati.  OH 4522  1-0071
Robert Zeiss

    Office:
    E-mail:
(1) (1)177111II
bob.zeiss@us.gases.boc.com
                                     BOC Gases
Hill, NJ Avenue 07974
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Appendix B -  Breakout  Group Notes and  Members


The purpose of the breakout sessions was to address each of the questions summarized in the following
questionnaire. Participants were asked to complete the below questionnaire in advance of the seminar.

B.I   Questionnaire - Trends/Issues/Research Needs By industry

To Be Answered BV Consultants. Government Employees. University Representatives. Non-Governmental
Organization Representatives
1) What types of organic (volatile or non-volatile) destruction and recovery technologies and applications
have you evaluated/permitted during the course of your work?

2) What are the relative differences in capital, operating, and maintenance costs between destruction and
recovery systems that you have encountered (if known)?

3) Are there potential cost differences if one uses a life cycle assessment view (i.e., cradle to grave
considerations of materials consumed and byproducts/wastes generated)?

4) Can you identify the barriers for switching from a destruction to a recovery process?

5) Do you have suggestions as to how to minimize or eliminate these barriers?

6) Are there any special problems inherent in the destructive processes that are overlooked because they
are "known or established technologies"?

7) What issues/problems have you encountered with the recycle/ reuse of organics?

To Be Answered Bv Industry Representatives and Manufacturers/Designers/Distributors of  Technologies
1) Do you have any organic (volatile or nonvolatile) streams presently treated by destruction that might be
candidates for recovery (if uncertain, assume they may have a potential for recoverability)?
      a) If so, describe each of these streams.
      b) What are the chemical constituents in  each of these organic streams (if possible,  include %
      volume or weight of each chemical)?
      c) What are the organic concentrations in these streams, and what are the stream flow rates?

2) What types of destruction processes do you use to treat your organic streams?

3) What are the approximate capital, operating, and maintenance costs for these processes?

4) Are there potential cost differences if one uses  a life cycle assessment view (i.e.,  cradle to grave
considerations of materials consumed and byproducts/wastes generated)?

5) Can you identify the barriers for switching to a recovery process?

6) Do you have suggestions as to how to minimize or eliminate these barriers?

7) Who is the individual or what is the corporate function in your organization that is key in getting recovery
processes evaluated to replace destructive processes?

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8) Have you evaluated any recovery process, and, if so, what have been your experiences?

9) Are there any special problems inherent in the destructive processes that are overlooked because they
are "known or established technologies"?

10) What issues/problems have you encountered with the recycle/ reuse of organics?

To Be Answered Bv All Seminar Participants
1) What organic recovery research programs do you think should be undertaken and why?

2) What modifications/additions to existing research programs do you think are needed and why?

3) What types of economic/compliance incentive programs are needed to encourage the use of innovative
organic recovery technologies?

4) What improvements in recovery technologies are needed to increase the use of these technologies (in
your facility, with your stakeholders, in industry as a whole)?

5) What sources of information (e.g., how-to manuals, guidance documents, technology handbooks, etc.)
do you think are needed to improve the general understanding of organic recovery technologies as well
as to encourage their use?

8.2    Breakout Group A

B.2.1 Session Participants
The following individuals were members of Group A:
       Leland Vane               U.S. EPA NRMRL
       Joseph Enneking          NUCON International
       James Carmaker          3M Company
       Daniel Mussatti             U.S. EPA OAQPS
       Philip Schmidt             UT at Austin
       James Gallagher          Chevron Products Co.
       Paul Randall               U.S. EPA NRMRL
       Steven Billingsley          Ameripure, Inc.
       Scott Hedges              U.S. EPA NRMRL.

B.2.2 Session Notes
The following text contains the detailed session notes for Group A in rough outline form.

Can new streams be recovered?
--•     Styrene
       Butadiene
       Refinery streams
       Methyl ethyl ketone from paint spray...point source recovery
       Polymeric adsorbents
       Gasoline remediation... consider economics
       Jet methyl tertiary butyl ether out of groundwater
       Vapor transfer in tankers


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3M	
       110 control units - only 25 to address recovery problems
       Issues
       --•     Different solvents
             Whether the separation unit can be changed to control (or recover) valuable solvents at the
             source
       When the process is changed, can quality assurance be guaranteed?
       Tremendous resources are needed to change a process
--•     The price of recovered material dictates any changes
--•     The command control attitude of the Best Available Control  Technology (BACT) approach
       discourages innovative technologies
--•     Industries which have emissions just above regulation levels could have a major incentive to go
       below the regulatory levels by using VOC recovery measures
--•     New control techniques may not be widely available because the patents are held by the inventor
       --•     Can tax advantages be given to the inventor to make the technology widely available?
--•     Can the rules be changed so that hazardous waste materials are not "arbitrarily labeled"?
--•     Intangible costs need to be taken into account (like social costs)
--•     Social conscience is not profitable; special tax incentives are  needed to encourage the  use  of
       recovery technologies
--•     Short sighted versus long term thinking
--•     Technology is forcing regulation

Recovery Decision Making  Process in Industry
--•     Economic justifications are needed
--•     Starts at the plant level, gradually winds up
       --•     The level at which authorization is obtained depends on project size
--•     Often a quick return on investment is required
--•     Proven technologies are usually preferred
--•     Retrofitting is more difficult than  new construction

Research Needs
--•     The effect of EPA regulations  (often anticipated) were underestimated
       --•     New control technologies sources dried up due to underestimates - NUCON comment
-•     New markets need to be identified
--•     New technologies should be able to selectively extract desired  components
--•     Reduction in capital costs of recovery systems
--•     More support is needed for universities


8.3    Breakout Group B

B.3.1  Session  Participants
The following individuals were members of Group B:
       Jack Watson              AlChE CWRT
       Teresa Marten             U.S. EPA NRMRL
       Walter Koucky            Science Applications International Corporation
       John  Davidson            Intel       Corporation
       Kamalesh Sirkar           NJIT
       Yoram Cohen             UCLA

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       James Dale                NUCON International
       Ion Nicolaescu             Owens Corning.

B.3.2 Session  Notes
The following text contains the detailed session notes for Group B in rough outline form. As noted in the
session report, Group B strongly adhered to the questionnaire.

1) Do you have any organic (volatile or nonvolatile) streams presently treated by destruction that might be
candidates for recovery (if uncertain, assume they may have a potential for recoverability)?
       a) If so, describe each of these streams.
       --•     Yes, Intel and Owens Corning
       --•     Intel's response
             --•     Semiconductor
                    --•    Low to high volatility
                    --•    Methanol
                    --•    Ethanol
                    --•    I PA-ethyl acetate
                    --•    Propylene glycol
                    --•    Xylene
                    --•    Monomethyl ether acetate
                    --•    Recovery but not onsite
                    --•    Currently six recovery units
       --•     Owens Coming's response
             --•     Painting
                    --•    Xylene
                    --•    Ethylene glycol
                    --•    Toluene  (most common)
             --•     PVC based streams
                    --•    Toluene
                    --•    Ethylene glycol
                    -•    Methanol
             --•     One incinerator  per plant
             --•     Multiple  lines

       b) What are the chemical constituents in each of these organic streams (if possible, include percent
       volume or weight of each chemical)?
       --•     Owens Coming's response
             --•     40,000 cfm flows
             --•     High purity streams
             --•     One central control is easier to permit
             --•     Collected solvent (potential barrier)
             --•     Large streams (50,000 cfm)
             --•     No recovery is currently being performed by Owens Corning

       c) What are the organic concentrations in these streams, and what are the stream flow rates?

       See response for question 1 b.

2) What types of destruction processes do you use to treat your organic streams?

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--•     Incineration at both Owens Corning and Intel

3) What are the approximate capital, operating, and maintenance costs for these processes?
--•     No response provided

4) Are there potential cost differences if one uses a life cycle assessment view (i.e., cradle to grave
considerations of materials consumed and byproducts/wastes generated)?
--•     Recoup to regenerate
       --•    Self sufficient
       --•    Reduced fuel costs
--•     Looking at novel technologies
--•     Concerns about NOX (thermal treatment)

5) Can you identify the barriers for switching to a recovery process?
--•     Intel's response
       --•    Recovery for incineration has some value
       --•    Mixed streams and low-value solvents are barriers
       --•    Destruction generates NOX
       --•    Silicon in products
             --•     Creates particulate
             --•     Contaminates catalysts
       --•    Semiconductor industry
             --•     Lower percent efficiency but low NOX and PM
--•     Owens Coming's response
       --•    Capital costs
       --•    Low solvent values


6) Do you have suggestions as to how to minimize or eliminate these barriers?
--•     Intel's response (less focused on capital costs)
       --ซ    Recovery can be cost effective but currently has lower percent capture than destruction
             technologies - improve percent capture
--•     Owen Coming's response
       --•    Reduce capital costs
       --•    Energy balance issues
             --•     Process streams are warm and need less energy for thermal treatment than to
                    cool/condition for recovery
       --•    Address humidity issues
       --•    Concentration expansive
             --•     Low VOC streams
       --ซ    Reduce potential for dilution
       --•    Use lower velocity hoods/pick-ups/ovens

7) Who is the individual or what is the corporate function in your organization that is key in getting recovery
processes evaluated to replace destructive processes?
--•     Intel's response
       -•    Corporate level decision (e.g., senior vice president)
--•   —Owens Corning's~response	
       --•    Corporate level decision


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8) Have you evaluated any recovery process, and, if so, what have been your experiences?
--•     Owens Coming's response
       --•     Evaluated and rejected recovery applications
       --•     Paint lines need cleanup solvents
       --•     May have on-site uses for recovered solvents (need to investigate)
--•     Dr. Yoram Cohen's response (UCLA)
       --•     Petroleum products (Port Valdez oil tanker)
             --•    40,000 tons per year to atmosphere
       --•     Chlorinated hydrocarbons
             --•    Low values solvents: economics may not justify recovery, but risk (especially
                   perceived risk) and public concern regarding incineration should be considered
       --•     VOCs from tanker loading - incinerate?
             -•    Opted for recovery - economics and public opinion opted for recovery
       NUCON's response
       --•     NUCON sells recovery; does not do economics
       --•     Customer prefers to do economics
       --•     Bigger companies are sophisticated at evaluating the cost
       --•     Regulations are feared (perception of regulation)
       --•     50% non chlorinated/50% chlorinated VOCs streams
       --•     Corrosion increases prices; greater incentive for recovery

9) Are there any special problems inherent in the destructive processes that are overlooked because they
are "known or established technologies"?
       NOX
       SOX
       PM
--•     Methyl ethyl ketone
--•     Secondary pollutants

10) What issues/problems have you encountered with the recycle/reuse of organics?
--•     Intel's  response
       --•     Needs to be high purity - has low value
--•     Owens Coming's response
       --•     Low value solvents - need market for recovered product

11) What organic recovery research programs do you think should be undertaken and why?
--•     Kamalesh Sirkar's response (NJIT)
       --•     Polymeric sorbents (printed literature)
       --•     Third party comparisons
       --•     Polar organics - sorbent problems
       -•     Formaldehyde - hydrophilic sorbent claims it works, problem for carbon
       -•     Organics
             -•    More selective membranes
             --•    In plant VOC recovery devices
             -•    Dilute air streams (250 ppm, 1000 cfm flows)
--•     Yoram Cohen's response (UCLA)
       --•     Polymeric resins - should not be magic
       --•     Which sorbent (known chemistry) is used should not be just a vendor decision - resins not

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             made for all compounds (use correct polymers)
      --•     Performance not established
      --•     Rate data - tons of data on carbon (e.g., pH, metals, interferences) but not on polymers, at
             least in the "OPEN" literature

12) What modifications/additions to existing research programs do you think are needed and why?
--•    Barriers can impede small and large systems
--•    Rules can be barriers too
--•    Small systems - "record keeping" and "monitoring"
--•    Stringency of regulation
--•    Small, compact, hydrophilic, low molecular weight  systems - also point  of use  systems for
      wastewater
--•    Teflon membrane destruction technologies
      —•     ozonation of 100 ppm streams
      -•     2-3 companies in the market

13) What types of economic/compliance incentive programs are needed to encourage the use of innovative
organic recovery technologies?
--•    Government incentives

14) What improvements in recovery technologies are needed to increase the use of these technologies (in
your facility, with your stakeholders, in industry as a whole)?
-•    Technologies for dilute streams (100 ppm), process integration, and optimizing new technologies
--•    Combined short bed absorption with pervaporation - small scale application
--•    Information on process design as well as chemistry
--•    Smaller scale processes for special applications - large companies sell finished products, this limits
      creativity
--•    Turnkey system versus active media companies is economical
--•    Sell systems not membranes
--•    Standard tests (American Society of Testing and Materials) to compare media on equal ground
      Standard tests for evaluating performance -- can be used to bring more systems to market

15) What sources of information (e.g., how-to manuals, guidance documents, technology handbooks, etc.)
do you think are needed to improve the general understanding of organic recovery  technologies as well
as to encourage their use?
--•    Owens Coming's response
      --•     More pilot scale research
      --•     Database containing available information and knowledge
      --•     Manual to help integration of technology and provide alternatives when one choice does not
             solve the problem

B.4   Breakout Group C

B.4.1 Session  Participants
The following individuals were members of Group C:
      Stephen Adler             AlChE CWRT
      Joseph Rogers            AlChE CWRT
      William Asher              SRI International
      Charles Darvin             U.S. EPA  NRMRL

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       Richard Baker             Membrane Technology Research, Inc.
       Carlos Nunez              U.S. EPA NRMRL
       Bob Patty                 CPI
       Satish Bhagwat            Owens Corning
       Mohammed Serageldin     U.S. EPA OAQPS
       Nan Wei                  Amoco
       Walter Wilson             Hill Air Force Base
       Larry Shaffer              NUCON International.

B.4.2 Session Notes
The following text contains the detailed session notes for Group C in rough outline form.

Research and Development Needs
--•     "Real-world" demonstration of processes are needed
       --•     There is less need for new ideas to tackle a familiar problem except when costs are
             "excessive"
--•     Demonstration funding is needed (e.g., DOE)
--•     Academia, national labs, etc., focus on areas where existing technologies are not cost effective
--•     EPA/national labs should focus on helping industry commercialize technology and not on basic
       research
--•     Technology developers need to work with EPA on demonstration sites (testing is expensive)
--•     Government funding for "not-for-profit" efforts  is drying up and other sources of funding are also
       difficult to obtain - industry uninterested because the incentives are low
--•     Funding is going to wrong places

What are the Problems?
--•     Aluminum coating solvents
--•     Blowing hydrochlorofluorocarbons from warehouses - a high flow/low concentration issue
--•     High flow, low concentration streams (50,000 cfm/few ppm)
--•     Streams with concentrations near 500 ppm and flows less than 5000 cfm
--•     Styrene
--•     High flow, low concentration streams (200,000 cfm/less than 100 ppm)

Some Conflict Between EPA and OSHA Interests and Concerns
--•     EPA wants to push towards concentration/recovery
--•     OSHA wants to push towards dilution for worker safety
       --•     Therefore, need to find balance between the two forces
       --•     Balance is more difficult to obtain due to the small size of many manufacturers

Barriers
--•     Must be able to recycle materials for plant use, not off-site use - needs a recovery value of at least
       $100,000 per year and a rate of return less than 2 years
--•     Many systems are "on-off"
--•     Many technologies are not adaptable to small scale systems because of marketing barriers -
       product must be robust, reliable, and require little technical attention
--•     Small point sources often do not have the funding to install recovery systems
--•     White shoe salesman syndrome - Does the technology really work?
--•     Lack of funding for commercial demonstrations
       --•     EPA does not have the funding to support this

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--•     "Any day now" regulations - State, Federal regulations keep getting pushed back
--•     Lower cost process systems for low concentration streams
--•     Lack of readily available sources of information (e.g., a database) on existing technologies

How to overcome barriers?
--•     Identify the barriers
--•     Provide incentives for new technologies
--•     Eliminate the short term bottom-line mentality
--•     Address hazardous waste issues which present a barrier for establishing new markets for VOC
       recovery
--•     Address the  fact that a  social conscious is not profitable
--•     Use tax incentives
--•     Increased  regulatory flexibility
-•     Performance bonuses
-•     Trading programs
--•     Increased  collaboration between industry and government for demonstration programs
                                               78      &V.S. GOVERNMENT PRINTING OFFICE: 1999 . 750-101/00064

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