United States
         Environmental Protection
         Agency
           Air Pollution Training Institute
           MD20
           Environmental Research Center
           Research Triangle Park, NC 27711
EPA 450/2-81-006
May 1981
&EPA
         Air
APTI
Course 415
Control of Gaseous
Emissions
         Student Workbook

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United States
Environmental Protection
Agency
Air Pollution Training Institute
MD20
Environmental Research Center
Research Triangle Park, NC 27711
EPA 4 50/2-81-006
May 1981
Air
APTI
Course 415
Control of Gaseous
Emissions

Student Workbook
Northrop Services, Inc.
P.O. Box 12313
RtMarch Triangle P*rk. NC 27709

Under Contract No.
68-02-2374
EPA Project Officer
R. E. Townsend

United States Environmental Protection Agency
Office of Air, Noise, and Radiation
Office of Air Quality Planning andStandards
Research Triangle Park, NC 27711

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                                  Notice
This is not an official policy and standards document. The opinions and selections
are those of the authors and not necessarily those of the Environmental Protection
Agency. Every attempt has been made to represent the present state of the art as well
as subject areas still under evaluation. Any mention of products or organizations
does not constitute endorsement by the United States Environmental  Protection
Agency.


                               Availability
This document is issued by the Manpower and Technical Information Branch, Con-
trol Programs Development Division, Office of Air Quality Planning and Stan-
dards, USEPA. It was developed for use in training courses presented by the EPA
Air Pollution Training  Institute and others receiving contractual or grant support
from the Institute. Other organizations are welcome to use the document.
This publication is available, free of charge, to schools or governmental air  pollu-
tion control agencies intending to conduct a training course on the subject covered.
Submit a written request to the Air Pollution Training Institute, USEPA, MD-20,
Research Triangle Park, NC 27711.
Others may obtain copies, for a fee, from the National Technical Information Ser-
vice (NTIS), 5825 Port  Royal Road, Springfield, VA 22161.
Sets of slides and films designed for use in the training course of which this publica-
tion is a part may be borrowed from the Air Pollution Training Institute upon writ-
ten request. The slides may be freely copied. Some films may be copied; others must
be purchased from the commercial distributor.
                                     11

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                        Course Description

This course is a four-day lecture course dealing with the sources and control
methods associated with gaseous air pollutants. The course presents the fun-
damental concepts of the operation of gaseous emission control equipment for
stationary sources. The lessons include a  description of equipment operation,
control equipment operating parameters that affect efficiency, and examples of
equipment types used in selected industrial applications. Lecture topics include a
discussion of the principles of absorption, adsorption, combustion, and conden-
sation. Problem sessions are held in which the student calculates equipment effi-
ciencies and determines if equipment design meets minimum engineering
specifications.
                  How to Use This Workbook

This workbook is to be used during the course offering. It consists of two parts:
the first contains a chapter corresponding to each of the fourteen lessons, and the
second contains five sets of problems.
  Each chapter includes a listing of the lesson goal, the lesson objectives, any
special references in Part 1 that might be helpful to you, and several pages of
black-and-white line-art reproductions of selected lecture slides. The reproduc-
tions are intended to follow generally the slide presentations given in the lecture.
However, the instructor may on occasion change the order or present new
material not included in the workbook. It is therefore  recommended that the stu-
dent take notes throughout the course and not rely on the graphic reproductions
as representing the total course content.
  Part 2 of this workbook consists of five problem sets. Each set contains several
problems and any graphs or figures that you will need to work the problems.
                                     in

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                         Table of Contents

                                                                     Page
Part 1—Lessons
  Chapter 1. Course Goal and Objectives	1-1
  Chapter 2. Review of the Basics	2-1
  Chapter 3. Concepts of Combustion as an Emission Control Method	3-1
  Chapter 4. Stack Gas Afterburners	4-1
  Chapter 5. Principles of Absorption	5-1
  Chapter 6. Review of Absorption Design Principles	6-1
  Chapter 7. Absorption Control Systems	7-1
  Chapter 8. Adsorption Principles	8-1
  Chapter 9. Adsorption Dynamics	9-1
  Chapter 10. Adsorption Control Equipment	10-1
  Chapter 11. Condensation Principles and Applications	11-1
  Chapter 12. Reduction of SOa Emissions from Fossil-Fuel Burning Sources .. 12-1
  Chapter 13. Control of Nitrogen Oxide Emissions
        from Fossil-Fuel Burning Sources	13-1
  Chapter 14. Exhaust Systems	14-1

Part 2—Problem Sets
  Problem Set 1. Review of the Basics	15-1
    Problem 1-1. Orsat Analysis	15-1
    Problem 1-2. Partial Pressure of Gases	15-2
    Problem 1-3. Properties of a Gas	15-3
  Problem Set 2. Combustion	,	16-1
    Problem 2-1. Combustion of Gases	16-1
   •Problem 2-2. Fuel Required to Incinerate Waste Gases	16-2
    Problem 2-3. Design of Afterburner with Heat Recovery	16-4
    Problem 2-4. Plan Review of a Direct-Flame Afterburner	16-5
  Problem Set 3. Absorption	17-1
    Problem 3-1. Equilibrium Diagram	17-1
    Problem 3-2. Packed Tower for H2S Removal	17-5
   •Problem 3-3. SO, Absorption by Water	17-6
    Problem 3-4. SO, Absorption by Dilute Alkaline Solution	17-12
    Problem 3-5. Permit Review of Ammonia Absorber	17-13
    Problem 3-6. Spray Tower	17-14
  Problem Set 4. Adsorption	18-1
    Problem 4-1. Adsorption Working Capacity	18-1
    Problem 4-2. Sizing an Adsorber	18-2
    Problem 4-3. Benzene Adsorber Plan Review	18-3
    Problem 4-4. Adsorption Plan Review—Gasoline Marketing	18-4
   •Problem 4-5. Rotogravure Printing Adsorber	18-5
•The solution is included.

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                                                                       Page
   Problem Set 5. Condensation	19-1
    •Problem 5-1. Contact Condenser	19-1
    •Problem 5-2. Surface Condenser	19-4

 Appendixes
   Appendix A—Common SI Units	20-1
   Appendix B—Conversion Factors	21-1
   Appendix C—Constants and Useful Information	22-1
                                 Figures

 2-1   Two-bed heat recovery incinerator	16-4
 2-2   Afterburner with heat recovery system  	16-5
 2-3   Combustion constants	16-7
 2-4   Heat contents of various gases	16-8
 2-5   Mean molal heat capacities of gases above 0°F	16-9
 2-6   Available heats for some typical fuels (referred to 60°F)	16-10

 3-1   Packing data	17-15
 3-2   Ammonia-water absorption system	17-16
 3-3   Colburn chart	17-17
 3-4   Generalized flooding and pressure drop correlation	17-18

 4-1   Adsorption isotherm for carbon tetrachloride	18-8
 4-2   Adsorption isotherm for benzene	18-8
 4-3   Adsorption isotherm for gasoline vapors	18-9
 4-4   Adsorption isotherm for toluene	18-9

 5-1   Contact condenser	19-2
 5-2   Surface condenser	19-4
'The solution is included.
                                     VI

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                  Nomenclature
a

A
AHP
BHP
C,
C,
c
C,
C
d,
D
D
E
f
F
AF
ge
G
G
Cm
H
H
H,
H,
Hv
HVC
HVN
HA
Hoc
h,
suiface area available for absorption per unit
  volume of tower, ft2/fts
area, ft2
air horsepower, hp
brake horsepower, hp
specific heat, Btu/lb°F
average specific heat, Btu/lb °F
concentration
saturation capacity of adsorber (weight %)
empirical constant in BET equation
diameter,  ft
bed depth (adsorber), ft
diffusivity, ftVsec
efficiency
percent of flooding
absorbed packing factor
free energy change,  Btu/mol
gravitational constant, Ib ftVlb/ sec2
gas flow rate, Ib/min
superficial gas flow  rate Ib/min ft2
gas molar flow rate, Ib mol/min
Henry's Law constant,  atm/mol fraction
enthalpy,  Btu/lb
heat of combustion, Btu/ft3 of fuel
sensible heat, Btu/lb
latent heat of vaporization, Btu/lb
gross heating value, Btu/ft3
net heating value, Btu/ft1
available heat, Btu/ft3
height of a transfer  unit based on overall gas
  phase, ft
height of a transfer  unit based on overall
  liquid phase, ft
system resistance, in. of water
individual mass transfer coefficient based on
  liquid phase, Ib mol/hr ft2 aim
individual mass transfer coefficient based on
  gas phase, Ib mol/hr ft2 atm
overall mass transfer coefficient based on
  gas phase, Ib mol/hr ft1 atm
overall mass transfer coefficient based on
  liquid phase, Ib mol/hr ft2 atm
      SI
mVm3

m2
kW
kW
J/kg °C
J/kg °C
m
m
mVs
J/mol
kg m/N s2
kg/min
kg/min m2
kg mol/min
kPa/mol fraction
J/g
J/m3
J/g
J/g
J/m3
J/m3
J/m3
m

m

cm of water
kg mol/h m2 kPa

kg mol/h m3 kPa

kg mol/h m1 kPa

kg mol/h m2 kPa
                         vn

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L
L '
Lm
m
m
MW
M.,
N
  OG
N
NX
P
Pt
p
P
Q
q
R
Re
T
AT
U
V
v
V.,

X
Y
Z
C
T
6
liquid flow rate, Ib/min
superficial liquid flow rate Ib/min ft2
liquid molar flow rate Ib mol/min
slope of a line
mass flow rate, Ibs/hr
molecular weight, Ib mol
mass of theoretical air per unit mass of fuel
  combusted
number of transfer units based on overall gas
  coefficient
number of transfer units based on overall liquid
  coefficient
fan speed, rpm
mass flux, Ib mol/min ft2
total pressure, psia
barometric or atmospheric pressure, psia
partial pressure, psia
vapor pressure, psia
gage or static pressure, psia
power, hp
volumetric flow rate, cfm
heat rate, Btu/hr
ideal gas constant
Reynolds number
temperature, °F
mean temperature difference,  °F
heat transfer coefficient, Btu/hr/ft2
volume, ft3
velocity, ft/sec
volume of theoretical air required to combust a
  unit volume of fuel
mol fraction in liquid phase
mol fraction in gas phase
packed tower height, ft
density, lb/ft3
shearing stress, lb/ft2
kinematic viscosity,  ftVsec
viscosity, centipoise
residence time, sec
ratio of specific gravity of water to solvent
flooding correlation ordinatc
kg/min
kg/min m2
kg mol/min

kg/h
g mol
kg mol/min m2
kPa
kPa
kPa
kPa
kPa
kW
mVmin
J/h
CC
°C
kJ/h/m2
m1
m/s
m
kg/m3
kPa/m2
mVs
mPa«s
s
                         vm

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 Part 1
Lessons

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                       Chapter  1
           Course  Goal and  Objectives
                           Course Goal

The goal of Course 415 is to present characteristics and operating features of
gaseous air pollutant emission control devices. Upon completion of the course,
you will be able to evaluate the gaseous emission control characteristics of emis-
sion control equipment shown in plans filed with a governmental air pollution
control agency for a permit to construct or modify an air pollution source. You
will also be able to evaluate the gaseous emission control characteristics of
operating air pollutant sources.


                        Course Objectives

At the end of this course, you should be able:
   1. To use the ideal gas law, laws pertaining to temperature, pressure and
     volume corrections, the properties of viscosity, specific heat and the
     Reynolds number in gaseous emissions control  calculations.
   2. To calculate gross Meat value, available heat, and fuel requirements for
     incineration.
   3. To evaluate (given sets of design plans for flares, catalytic reactors, and
     incinerators) in terms of equipment efficiency,  problems which may impair
     efficiency, and appropriateness of the control technique for the particular
     source.
   4. To evaluate (given sets of design plans for contact and surface condensers
     in terms of vapor and odor control efficiency,  problems which may impair
     efficiency, and appropriateness of the control technique for the particular
     source.
   5. To calculate material balances and conditions of equilibrium for an
     absorption system.
   6. To evaluate (given plans for absorption systems) in terms of emission  con-
     trol efficiency, the suitability of absorption media, the effect of varying
     physical conditions on the operation of the absorption system and the
     appropriateness of the control technique for the particular source.
   7. To describe the main methods used to control nitrogen oxide emissions
     from combustion sources.
   8. To describe the main methods used to control sulfur oxide emissions from
     combustion sources.
                                   1-1

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9. To evaluate (given sets of plans for adsorption control systems) in terms of
   gaseous emissions removal efficiency, saturation capacity of the adsorption
   bed, bed regeneration processes and appropriateness of the control tech-
   nique for the particular source.
                                  1-2

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                    Chapter  2
               Review of the  Basics
                        Lesson Goal

To explain the meaning of numerous symbols and basic concepts that are used
when performing gaseous emission control calculations.


                     Lesson Objectives

Upon completion of this lesson, you should be able to:
   1. Define the following in general terms.
     a. Pressure—gage, barometric, absolute
     b. Temperature—Celsius, Farenheit, Kelvin, Rankin
     c. Density
     d. Ideal Gas Law
     e. Molecular weight
     f. Raoult's and Henry's laws
     g. Gas viscosity
     h. Reynolds Number
   2. Calculate pressure, temperature, and volume changes of gases.
   3. Calculate the Reynolds Number.


                         References

   1. APTI Course 415 Student Manual.
                              2-1

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       REVIEW OF
          GAS
      PROPERTIES
       AND LAWS
  PROPERTIES
   OF GASES

  Temperature
  Pressure
  Density
  Molecular Weight
  Viscosity
     P»lnt »f H,0
              C
 r P
ID I
 I
 •%r;
                         2-2

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   TEMPERATURE SCALES
   1* 4U
        Pttat •« M,0
                  mn MUM
       BAROMETRIC OR
    ATMOSPHERIC PRESSURE
              M«M«r«d In HIM
              •f m«rcury «r
    GAGE PRESSURE
             Tht difference
             bttw««n »ytttm
             pr«**ur« and
             •tmo*ph«ric
             prtttur*
      ABSOLUTE
      PRESSURE
P = barometric pressure
p.- gage pressure (positive or
    negative value)
                DENSITY
                    volume
                                2-3

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    02 (one molecule)
turn of all atomic weight* « molecular
                        weight
                     • 32 amu
                     molecular
                     weight of
                     substance
       ___
Mmix ~
      =  molecular weight of gas
         mixture
    n =  number of moles of each
         component
   M =  molecular weight of each
         component
          Viscosity
mtermolecular
Cohesive
Forces

Momentum
Transfer
between the
Layers of Fluid
                                        2-4

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        VISCOSITY =
    fluid retistance to flow
   LowVbcMlty
              HEATED
               LIQUID =
                lower
              viscosity
Gas
                      Gas
  KINEMATIC VISCOSITY
            Q
    V • kinematic viscosity
    H m absolute viscosity
    C - density
   BEHAVIOR OF
       GASES
   • Meal Gas Law
   • Van der Waal* Uw
   • Dalton'sLaw
   • Henry's Law
   • Reynolds Number
                                2-5

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CHARLES  BOYLES   AVOGADRO'S
  LAW      LAW        LAW
 PocT     Poc-J.     Vocn
• constant   • comtant   • constant
 prMturt    temperature  tempwatur*
 •no ITIOMtt   MM RtOffM   ARQ pTVftMaTft
          PV = nRT

      n = number of moles
      R - Ideal Gas Constant
         — n~l mole
         -
      •     T = standard tcmptratur*
               3M.16K
            P - standard prttture =
               1 atm

v _ 1 (.08205)(298.16K)
            1 atm

V = 24.46 Oters at EPA STP
 VAN DER WAALS EQUATION
      P - pressure
      V - volume
      R - ideal gas constant
      T - temperature
      a - constant
      b -constant
    D ALTON 'SLAW
           —   PA
               ~
  YA  = volume fraction of A
  PA  = partial pressure of A
  1   = total pressure
                                      2-6

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     RAOULT'S LAW


        PA=

PA = partial pressure of A
XA = mole fraction of A In solul
PA = vapor pressure of pure A
     HENRY'S LAW
    REYNOLDS NUMBER
        Re
DvQ
i«- RtynoMt number   Q - fatdtmtty

D - dtenwter of duct   p - |M vtocwtty

¥ - (*•'
 REYNOLDS NUMBER RANGE
         PIPE FLOW


  Re < 2000        Re > 2500
 Laminar Flow     Turbulent Flow
          GASES

 Properties       Behavior

 • Tamparatura      • Waal CM
 • Praatm        • Van oar Waate Law
 • Dtratty         • Datton'* Law


 • Vtoeoatty        • Ray

                                  2-7

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                   Chapter  3
            Concepts  of Combustion
       as an Emission Control  Method
                       Lesson Goal

To review the basic concepts of combustion and to illustrate some basic heat
calculations.
                     Lesson Objectives

Upon completion of this lesson, you should be able to:
   1. Define a combustion reaction.
   2. List the 4 variables involved with combustion of any fuel.
     a. Time
     b. Temperature
     c. Turbulence
     d. Oxygen
   3. Balance a simple chemical equation for a combustion reaction.
   4. Describe the difference between yellow flame combustion and blue flame
     combustion.
     a. Fuel/air mixture
     b. Type of fuel used
     c. Burning characteristics
   5. Write a balanced generalized equation for combustion of carbon fuels.
   6. Calculate the amount of air needed for combustion of a unit amount of a
     given fuel.
   7. Define the terms commonly used in working combustion problems.
   8. Calculate the available heat for a given fuel.
                         References
   1. APTl Course 415 Student Manual.
                              3-1

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           BASIC
           PRINCIPLES
           OF
           COMBUSTION
    COMBUSTION
      REACTION

Fuel + O2 — CO2 + H2O + Energy
        FACTORS
  AFFECTING COMBUSTION
     TEMPERATURE
minimum ignition
temperature
increase in temperature
accelerates reaction rate
         TIME
   • residence time

   • 0- V/Q
                              3-2

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         TURBULENCE
    • mixing of air and fuel
            OXYGEN
• completeness of combustion
  depends upon amount of oxygen


• CH4 * O2 —C - 2H2O * Energy


• CH4 - 2O2 —CO2» H2O- Energy
       FLAMH ABILITY/
       EXPLOSIBILITY
  • Upper Explosive Limit (UEL)
  • Lower Explosive Limit (LEL)
 MECHANISMS OF COMBUSTION
           V..
  Yellow
   name
 Blue
Flame
Water-Gas
 Reaction
YELLOW FLAME COMBUSTION
                   •ir
               uel (tolid/liquid)
                                  3-3

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    BLUE FLAME COMBUSTION
                          air
                      fuel (gas/vapor)
    WATER-GAS REACTION
    STOICHIOMETRY
  • determination of oxygen
    needed for complete
    combustion of a fuel —
    theoretical amount -
         EXAMPLEOF A
       STOICHIOMETRIC
         CALCULATION
    I4 •"• 2O 2 — COj - 2HjO - tnerg?
2 moles O,    I mole air    9.57 mole* air
I mole fuel  .209 note O,
                         Jle fuel
9.57
        air   379«cf air  1
                           fuel
I Bible fuel
             I
                  air  379 acf fuel
             9.S7»cr air
             I acf fuel
                                     3-4

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 GENERALIZED STOICHIOMCTRIC
         EQUATION
  C.N.S.O. *<•*!* *


  — »CO, * '/j n,O - ISO, * Energy
     EXCESS AIR
        %O, - O.5 (%CO)
   0.264 (K.IN ,) - [%O, -0.5 CfcCO)]
THERMOCHEMICAL
     RELATIONS

  •  total heat present

  •  heats produced by
    combustion



TOTAL HEAT PRESENT
Heat Content (H)
Sensible
Heat(Hs)

Latent Heat of
Vaporization
(Hv>


   HEATS PRODUCED
    BY COMBUSTION
  Grow Heating Valve (HVQ)
Available
Heat(HA)
Heat Loss In
Exit flue Gas
                                  3-5

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           HEAT BALANCE
                    		„ Afl*
   fuel I
                             available
                              heal (q.)
      i	•ytterii boundary .
      MEAT CONTENT (ENTHALPY)

                Btu/lb

           H = Cp(T-T0)
     Where:

      C,- specific heat. Btu/lb °F

      T « temperature of ga>, °F
      T. » reference temperatures. °F
       ENTHALPY FROM A
    TEMPERATURE CHANGE
   Where:
      ,= initial temperature
      j= final temperature
      p= defined at T3 or T| .
         respectively
    AVERAGE SPECIFIC If EAT
           H-Cp(T2-T,)
    Where:
       Cp « average specific heat
          value between T, and T2
     HEAT RATE REQUIRED
TO CHANGE THE TEMPERATURE
            OF A GAS
             Btu/hr

            q-riiAH
     Where:
        m*mass flow rate. Ib/hr
        (no  phase change or
        heat loss in the system)
                                        3-6

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    HEAT RATE REQUIRED
TO CHANGE THE TEMPERATURE
        OF A GAS

q « ih[Cp (T2-T0)-Cp (T,-T0)]
            or
                                   3-7

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                      Chapter   4
               Stack Gas Afterburners
                           Lesson  Goal

To provide you with an understanding of the basic concepts of waste gas
incineration and heat recovery.


                        Lesson Objectives

Upon completion of this lesson, you should be able to:
   1. List three methods used to incinerate gaseous air pollutants.
   2. Identify the conditions necessary for efficient combustion of organic
     materials in a direct flame incinerator—including the effect of gas condi-
     tioning, temperature, and residence time.
   3. Explain the operation of at least two types of direct flame
     incinerators—explaining the purpose of baffles, mult5jets, and distributed
     burners.
   4. Identify the conditions necessary for the efficient combustion of organic
     materials in catalytic incinerators—including the effect of catalysts,
     temperature, and residence time.
   5. Discuss the advantages and disadvantages associated with catalytic
     incineration.
   6. Discuss the problems inherent in using process or heating boilers for
     incineration.
   7. Diagram at least two types of methods  used for heat recovery.
   8. Discuss the advantages, problems, and limitations associated with primary
     and secondary heat recovery.
   9. Discuss how a choice would be made in applying a heat recovery
     system—discussing relative costs.


                             References

   1. National Technical Information Services (NTIS). 1972. Afterburner
     Systems Study. PB-212560.
   2. Environmental Protection Agency (EPA). 1977. Controlling Pollution
     from the Manufacturing and Coating of Metal Products: Metal Coating
     Air Pollution Control. Technology Transfer Publication.
     EPA-625/3-77-009.
                                  4-1

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     INCINERATION
  THERMAL OXIDATION
    AFTERBURNING
  *  *oc*u 6o«*» *
                     Cototytle
      DIRECT FLAME INCINERATION
       |Fum*
  100
  «o
                     EFFECTS OF
                  TEMPERATURE AND
                   TIME ON RATE OF
                POLLUTANT OXIDATION
  400
      MO «000  HOC «400 «*00 1MO MOO
         Increasing T*«np*ratui»
       TYPICAL AFTERDURNER
     OPERATING TEMPERATURES
Coil Coating •
1200°-13008F
Point Dak* Ov«ns—1100°-1500° F
P*trol«um Refining - 1000°- 2000° F
Printing	1000°- 1300°F
Vir« Enameling	1000°-1400° F
                                         4-2

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      DESIGN RANGES
Temperature   1000 ° — 1500° F
Detention     0.3 - 0.5 seconds
Time
    DESIGN PARAMETERS
  Proems das Flaw fe|vvn, Concentration
 THERMAL DESIGN FACTORS

 Efficiency increases with>

     operating temperature
     detention time
     Initial hydrocarbon concentration
     flame/solvent contact
     good mixing
     CO removal
        (at temperatures >1300°F)
         DISCRETE BURNER
      I rum*
  BAFFLED MIXING DEVICES
  Fum*
  Fun*
                                     4-3

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      WSTWDUTID BURNERS
  _ MMUMI&M
                  MULTIJET

                  BURNER
 Fum*
    CATALYTIC INCINERATION
Diffusion
  Adsorption
             PRINCIPLES OF
              OPERATION

        Reoction
          Dcsorption
Diffusion and
    Mixing
                                     4-4

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    ADVANTAGES OF
CATALYTIC INCINERATION

 • lower operating temperatures
 • lower ouxllary fuel needs
 • tower construction materials cost
   DISADVANTAGES OF
 CATALYTIC INCINERATION
    • participate fouling
    • thermal aging
    • catalyst poisoning
         PLATINUM
     CATALYST POISONS
Fast
P
Di
As
Sb
Hg
Slow
Zn
Pb
Sn
High T«mp.
( >1100°F)
Fe
Cu
   DISADVANTAGES OF
CATALYTIC INCINERATION
   • port iculate fouling
   • thermal aging
   • catalyst poisoning
   • suppressants

        PLATINUM
 CATALYST SUPPRESSANTS
       • Sulfur
       • Halogens

    action Is reversible
                               4-5

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               PROCESS
               DOILERS
 CONDITIONS FOR INCINERATION USE
   • sufficient residence time
   • no dependency
   • tew fuel/oxygen rot*
   • unaltered flam* and radiation patterns
   • non-fouling or add fumes
Contaminated Wastt Goi
                      Cotolyii. it any
AFTERDURNER CONFIGURATION
   WITHOUT HEAT RECOVERY
        To Atmotph*i»        Cotoly...
                     Fu«l
             Pi*n*oi«> Afivrbutn*'  I
         WITH MIMA AT HEAT MCOVEKY
                   To Aunotptor*

     AFTEABUKNEK CONFKMMATION VITH

     AND DWECT MCYCIE HCAT KECOVEAY
                                           4-6

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     Ptknory M»ot
                        Afl*rburn»f

      i.octuj    I AFTU6UANER CONFIGURATION
               | VITH F1UMARY AND SECONDARY
                      MAT RECOVERY
   ttcot R»cov*fy
RECUPERATIVE
    HEAT
  RECOVERY
   DEVICE
  REGENERATIVE
     HEAT
   RECOVERY
     DEVICE
     (R»«co)
     TUOULAR HEAT EXCHANGER SYSTEMS

   • Eff*ctiv»n*ss ratio, E
       1. Stoft MX max.
       2. Stof* 65% max.
       3. Stag* 63% max

   • Limitation
       Easily foul*d
       Structural failures
       Chemical Imeraaleni with tumt eomooneoti
   AFTEMUAHEK PKOCE5S HEAT KECOVEKY
     10
                           /i«ao«F
                           ,.«oei
   I,
   i.
                    NOU, Final Twnpwotw*
                      •lllu*9UB3M*F
                      Fum» ttr*om uMd to
^TSSff
                       .ioo
                       .
            Afttfkurrwf Capacliyjdm
                                                    4-7

-------
       CAPITAL COST OF INCINERATION
                        10 '
ANNUAL VARIABLE COST OF INCINERATION
    1?»
 J  170
 I
    •JO

    **
    TO

    4S
           Th»tmol
               10   11   M    JJ   au
               Hew. icfm • 10*
                                                 4-8

-------
                     Chapter  5
             Principles  of Absorption
                         Lesson Goal

To familiarize you with the basic concepts involved in the transfer of mass from
the gas phase to the liquid phase.


                      Lesson Objectives

Upon completion of this lesson, you should be able to:
   1. Describe the following in general terms.
     a.  Solute
     b.  Carrier gas
     c.  Absorbent
   2. Illustrate the steps involved in the absorption of a gaseous molecule.
   3. Describe both the two-film and Higbee penetration theories.
   4. Differentiate between liquid and gas phase controlling resistances.
   5. Use Henry's and Dalton's Laws to draw an equilibrium diagram.


                          References

   1. APTI Course 415 Student Manual.
   2. Bethea, R. M. 1978. Air Pollution Control Technology, An Engineering
     Analysis Point of View. NY., NY.: Van Nostrand Reinhold Co.
   3. Buonicore, A. J., and Theodore, L. 1975. Industrial Control Equipment
     for Caseous Pollutants, volume I. Cleveland, OH.:  CRC Press Inc.
   4. Treybal, R. E. 1968. Mass Transfer Operations. NY.,  NY.: McGraw Hill
     Book Co.
                               5-1

-------
    BASIC
ABSORPTION
   SYSTEM
      earner
  moje
 fraction
    moles of solute

   moles of  , moles of
    solute """ solvent
      LJQUID PHASE
     MOLE FRACTION
    XA =
            mole A
mole
  A
                 mole
                 H2O
        CAS PHASE
     MOLE FRACTION

            moles A
         moles .moles
           A +  air
                                5-2

-------
        DALTON'S LAW
            V =
                 'tot
        HENRY'S LAW
            *=KX
  DALTON'S    HENRY'S
     LAW         LAW
    Y = —
    T   p10,
             where
             x=
mole fraction in gas
mole fraction in liquid
  04
•si
&
 '*"
*la,
                   'Henry's Law
                   Constant
   0  .02  .04  .06  .08  .19  .12  M .16
        mole fraction of A in water
        PRE-EQUILJBRIUM
                                  5-3

-------
      EQUILIBRIUM
   ^AG
               AL
Vs,* «••• *• ••|i\li±i±2_r.
* 'l%VifeMjT37ipi

VUi^ltJSJV^1^
•%•  ••  •• ,• • • 11/I Ml I
         I
     MASSRUX
     (INDIVIDUAL)
           - CAL)
                        5-4

-------
     MASS FLUX
       (OVERALL)
   NA=KC(PAG-P*)

   NA=KL(c*-cAL)
   % V«
    J_
     K<

    J_
     K.
   k,

    1
 CAS PHASE   UQUID PHASE
CONTROLLED  CONTROLLED
• contaminant is
 very soluble
 in liquid
contaminant is
relatively insoluble
in liquid
• diffusion through  • diffusion through
 gas phase is rate   Equid phase is
 controlling step   rate controlling step
  HICBEE PENETRATION THEORY
       gas    {   Equd
                                 5-5

-------
       kg  =  /RT VD/710
                         g
      k,  =   2

Where:
           D =  diffusivity
           G =  contact time
           R =  ideal gas constant
       TYP1CAI ABSORPTION TRANSFER
              COEFFICIENT PIOT
            (from vendor literature)

     100* , _ IWIAAA M.  L. A.."^    Civwi Condifeoft'
                             • lowvr diimrtrr
  n^      _,~^-            . pirting h»«ht

te molf.
hr H Mm
     10 •
                             concrfltutaon
                            • outtf t kqmd
                             concrnlubon
                            • liquid tvfnprrjlurr
        500   10OO   3OOO
         C*s HOM Hilt fc hr (1
                                                         5-6

-------
                     Chapter  6
 Review of Absorption Design  Principles
                         Lesson Goal

To familiarize you with the main criteria used in designing a packed tower
absorber.
                      Lesson Objectives

Upon completion of this lesson, you should be able to:
   1. Perform material balance calculations for an absorber.
   2. Draw an operating line to determine minimum L/C ratio.
   3. Determine minimum tower diameter.
   4. Calculate the number of transfer units for the special case of straight
     equilibrium line.
   5. Calculate the height of packing required to achieve the desired efficiency
     for a given absorber.
                          References

   1. APTI Course 415 Student Manual.
   2. Bethea, R. M. 1978. Air Pollution Control Technology, An Engineering
     Analysis Point of View. NY., NY.: Van Nostrand Reinhold Co.
   3. Buonicore, A. J., and Theodore L. 1975. Industrial Control Equipment
     for Gaseous Pollutants, volume I. Cleveland, OH.: CRC Press Inc.
   4. Cheremisinoff, P. N., and Young, R. 1977. Air Pollution and Control
     Design Handbook, part 2. NY., NY.: Marcel Dekker, Inc.
   5. Environmental Protection Agency (EPA). 1973. Air Pollution Engineering
     Manual. AP-40. 2nd ed. RTP, NC.
   6. Treybal, R. E. 1968. Mass Transfer Operations. NY., NY.: McGraw Hill
     Book Co.
   7. Zenz, F. A. 1972. Designing Gas-Absorption Towers. Chem. Engr.
     79:120-138.
                               6-1

-------
              REVIEW OF
             ABSORPTION
                DESIGN
              PRINCIPLES
        FACTORS
  AFFECTING SOLUBIUTY

  • Temperature    • Presiure
        ABSORBERS
Packed Tower Hate Tower  Spray Tower
              OPERATING
               CRITERIA
Inlet Liquid -,
       •^-*

• competition •
                   Inlet Cat

                  • Now ulr
                  • cwnpotikon

                  • MfflpCfllU'f
  DESIGN REVIEW

• Liquid flow (L/C ratio)
• Tower Diameter
• Height of Packing
                                6-2

-------
                   UQUID
                    ROW
                    RATE
                  (L/C ratio)
             -
                  MATERIAL
                  BALANCE
                  Go,
                  •^
                  Y,
           IN = OUT
        Lm2X2= Cm2Y2 4-
  Where:
   Cm ~ g*s nuss flow rate (Ib moles min)
   Lm m Equid mass flow rate (Ib moles /min)
Rewriting the equation, we get:
 Cm(Y,-Y2)  =  Lm(X,-X2>

      Y,-Y2  =lni(X1-X2)
                  Cm
      SYSTEM OPERATING LINE
                                  6-3

-------
     EQUILIBRIUM DIAGRAM
 .E    V,
          mote fraction in Bquid
   MINIMUM OPERATING UNE
 I
         mole fraction in liquid
 ACTUAL OPERATING  LINE
Y2 - .003
                 EXAMPLE
              PROBLEM 3.3
Xa - 0.0
                  Y, - .03
     fQUUBRIUM DIACRAM SOj-HjO
                                    6-4

-------
   0   .0002  JXXW .0006  .0008
 .0)


 .02


 sn

 A
  0    0002  XKHM  .0006  .0006
             PACKED
             TOWER
            DIAMETER
Packed Tower diameter
    is dependent on:

   • gas flow rate
   • liquid flow rate
   • tower internal design
           LOADING
                           6-5

-------
               £ FLOODING
      GENERALIZED ROOWNC CORRELATION
           FOR DUMPED PttCES
  SUPERRQAL CAS MASS ROW RATE
  G' =
     C' expressed in Ib/min-ft2
   CROSS ' SECTIONAL AREA
         A  =
1C'
 Where:
  ( m operating percent of flooding
 C * actual gas ma» flow rate (Ib min)
 C' — wperficial gas mau flow rate (Ib min-fl }
TOWER DIAMETER
   dt  =
         =  1.13 A
                                    6-6

-------
      EXAMPLE PROBLEM 33
          (continued)
 Oven:
        «„,
        434J
        754
              minulr
             mnutr

               3
    C| - 62.4 b ft
    Cg - .0732 Ib ft3

 For HjO:   - 10  H * -8 centipoise
   CINERAUZED ROOWNC CORRELATION
         FOft DUMPED PIECES
  HEIGHT
    OF
 PACKING
  PACKING
   HEIGHT
Z - NTU x HTU


 NIL • numtwt ol B»mlrr unlt^
 HTU1 • htighl pff tundvt unn
       PACKING HEIGHT

         2  «  NTU X HTU
         Z  -  NOG x HOC
         Z  •  NOI x HOI
         CK; • ovcnll gis
         Ol - ovcraliquid
                                      6-7

-------
                     Chapter  7
          Absorption Control  Systems
                         Lesson Goal

To familiarize you with contaminent and absorbent characteristics that affect
mass transfer, and to describe the various types of absorption equipment used to
control gaseous pollutants.


                      Lesson Objectives

Upon completion of this lesson, you should be able to:
   1. List at least four characteristics of the contaminent gas stream that affect
     absorber performance.
   2. List at least six characteristics considered desirable in an absorbent.
   3. Describe the operation of the following types of absorbers.
     a.  Spray or baffle tower
     b.  Centrifugal scrubber
     c.  Venturi scrubber
     d.  Plate tower
     e.  Packed tower
                          References

   1. APTI Course 415 Student Manual.
   2. Bethea, R. M. 1978. Air Pollution Control Technology, An Engineering
     Analysis Point of View. NY., NY.: Van Nostrand Reinhold Co.
   3. Cheremisinoff, P. N., and Young, R. 1977. Air Pollution and Control
     Design Handbook, part 2. NY., NY.: Marcel Dekker, Inc.
   4. Environmental Protection Agency (EPA). 1973. Air Pollution Engineering
     Manual. AP-40. 2nd  ed. RTP, NC.
                               7-1

-------
 *-
ABSORPTION
  CONTROL
   SYSTEMS
           FUNCTIONS OF
            AN ABSORBER

             • removal of
               contaminants
             • pretreatment
           CHARACTERISTICS OF
             CONTAMINANTS

              • concentration
  — _t        • temperature
              • chemical properties
               • solubility
              • toucity
      DESIRABLE CHARACTERISTICS
44      OF AN ABSORBENT
 •
i 4      * k**1 &°'u^'ty'°' **
 .  j       contaminant
4 |k     • low volatility
         • low vtscoiity
         • chemical ttabiity
   CONTAa METHODS
                                   7-2

-------
  TYPES OF ABSORBERS
     • Spray Towers
     • Cydonk Scrubbers
     • Venturi Scrubbers
     • Plate Towers
     • Packed Towers
     • Moving Bed Scrubbers
               SPRAY
              TOWER
           BAFaE SPRAY
              TOWER
CYCLONIC
SCRUBBER
  VENTURI
  SCRUBBER    J
-------
  SPRAY
 VENTURI
 SCRUBBER
  WETTED
 APPROACH
  VENTURI
           cydone
ADJUSTABLE
 THROAT
 VENTURI
  VENTW-ROD SCRUBBER
 PLATE
TOWER
                            7-4

-------
   TYPES OF PLATES
 Sieve Tray
Impingement Tray
   TYPES OF PLATES
       .
Bubble Cap
   Roat Valve
             PACKED TOWER
     ">*cto«    (counlercurrent)
           Iwdgas
   lo*»in
           PACKED TOWER

             (cocurrent)
 PACKED TOWER
      (cross flow)
                                7-5

-------
        PACKED TOWER
          (cross flow-3 beds)
  COMMON    I    j  ,^V"l*u
   TOWER     ^ -  Serf Saddle
   PACKING   toichi8Rin8  f^
  MATERIALS    fe£^    --'~~';
              *t\^s-  biUlok Saddle
                      ' 7-T
              Pafl Ring
                     Tefleretle
CONRGURATION OF PACKING
         PIATE
        TOWER
  lower wt^h!

  handkt Urg»
  v*f atom bM«r
W   PACKED
j^j^ TOWER

• lower Ap
• belWf innnaww
 pntett»d to to»m>
aOODED
    BED
ABSORBER
                                   7-6

-------
                      R.UICXZED
                      ABSORBER
                          h«4|M
     MKTEIJMINATOR
• prevents carryover of liquid droplets
• recovers scrubbing liquor
• performs additional scrubbing
     MIST EUMINATORS
    Wire Mesh      *S" or Chevron Curve
            REVIEW
Characteristic* of ConUminant ds Streams
Desirable Characteristics of an Absorbent
Types of Absorbers
     • Spray       • Plate
     • Cydonk     • Packed
     • Venturi      • Moving Bed
                                          7-7

-------
                      Chapter  8
                Adsorption  Principles
                          Lesson Goal

To familiarize you with the basic principles of adsorption for the control of
gaseous emissions.


                       Lesson Objectives

Upon completion of this lesson, you should be able to:
   1. Briefly define adsorption, adsorbate, and adsorbent.
   2. List the three stages that occur during the mechanism of adsorption.
   3. Describe the  difference between physical attraction and chemical attraction
     between adsorbent and adsorbate.
   4. Name the major force, van der Waals, used  in physical adsorption, and
     describe the attraction of the gaseous molecules to the solid molecules.
   5. List four types of materials used in adsorption and describe their features.
   6. Name at least four factors that affect proper adsorption design.
   7. Briefly define breakthrough, mass  transfer zone, saturation, and
     retentivity.
   8. Name two types of adsorption systems.
   9. Describe the  adsorption process throughput cycle and the regeneration of
     the adsorber  bed.
                            References

   1.  APTI Course 415 Student Manual.
   2.  Bethea, R., Air Pollution Control Technology, 1978. NY., NY.: Van
      Nostrand Reinhold Co.
   3.  Cerny, S., and Smirch, M. 1970. Active Carbon. NY., NY.: Elsevier
      Publishing Corp.
   4.  Environmental Protection Agency (EPA). April 1973. Packing Sorption
      Device System Study, EPA-R2-73-202. Washington, DC.
                                 8-1

-------
   - ADSORPTION
ADSORPTION
PHENOMENA
               of charcoal
• •  • general  .
'. ; '- bulk area v
 DIFFUSION
 INTO
 PORES   ..V
                           8-2

-------
MONOLAYER
BUILDUP
HEAT OF
ADSORPTION
ADSORPTION
THEORY
VAN DER
WAAL
FORCE
molecule of
 adsorbate
molecules in
 adsorbent

  wall
                           8-3

-------
        CHARACTERISTICS
  Chemlvorption
                   Phyclcal Absorption
.release* high heat
 80-120 calorie* mole

• form* • chemical
 compound

•deeorption it difficult

• ImpoMlble adtorbate
 recovery
                   • release* low energy
                    40 calorie*/mole

                   • dipolar Interaction
                   • deaorptlon it ea*y

                   • «aty adcorbate
                    recovery
   TYPES OF ADSORBENT
    Polar
                    Non-polar
• silica gel

• activated oxides

•molecular sieves
                  • activated carbon
  RETENTIVITY
            Temperature
                                          8-4

-------
 c
 if
          Pressure
   t,
  DC
      Surface Area /Pore Size
   -
   I
   !
   J
     Molecular Weight of Solvent
     ADSORPTION
       SYSTEMS

    nonregenerative

    regenerative
  .
!J
i1
trough Cyrv* —~>

   c.
      -Brrikpuini
        • Vulvnir o( Illlurni ltc«lrd-
                                  8-5

-------
 2 BED
 ADSORPTION
 SYSTEM
               vapor Inlet
2 BED
ADSORPTION
SYSTEM
              vapor Inlet
               mh«u»t
               vcpor Inlet
  REGENERATING     A
  BED A
  Inlet ctcam ->
                exhaust
      METHODS
 OF REGENERATION
  • stripping
  • thermal desorption
  • vacuum desorption
                              8-6

-------
                     Chapter  9
               Adsorption Dynamics
                          Lesson Goal

To explain, in terms of adsorption principles, the dynamic adsorption system and
the criteria for evaluating its effectiveness.


                      Lesson Objectives

Upon completion of this lesson, you should be able to:
   1. Briefly define the following.
     a. Isotherm
     b. Isobar
     c. Isotere
   2. Distinguish between saturation and working capacities of the adsorber bed.
   3. Explain how the MTZ, depth of bed, and gas velocity are determined for
     adsorption systems.
   4. List three factors affecting regeneration that should be considered when
     reviewing the design of an adsorption system.
     a. Time needed to regenerate
     b. Amount of stream required
     c. Drying and cooling systems provided


                           References

   1. APTI Course 415 Student Manual.
   2. Cheremisnoff, P.  N., and Ellerbusch, F. 1978. Carbon Adsorption Hand-
     book. Ann Arbor, MI. Ann Arbor Science Publishers, Inc.
   3. Environmental Protection Agency (EPA). April 1973. Packing Sorption
     Device System Study. Washington, DC. EPA-R2-73-202.
   4. Parmele, C. S., O'Connell, W. L., and Basdehis, H. S.  Vapor Phase
     Adsorption Cuts Pollution, Recovers Solvent. Chem. Engr.: Dec. 31, 1979.
   5. Stern, Arthur  C. 1977. Air Pollution 3rd ed., volume IV NY., NY.:
     Academic Press, Inc.
                                 9-1

-------
   ADSORPTION
    DYNAMICS
 ADSORBER OPERATION
     ADSORPTION
EQUILIBRIUM CONCEPTS

       • Isotherm

       • Isobar
       • Isostere
       ISOTHERM
      Vapor Pressure
   TYPICAL ADSORPTION
       ISOTHERM
      (Ml •«'  •'
       Partial Prrnwr*.
                             9-2

-------
    POLANYI EQUATION
        LANGMUIR

          (BET)

        EQUATION
            1     C-l  P
           ^   v^c-p;
          ISOBAR
    e

    <
           mm Hg
         Temperature
         ADSORPTION
ISOBAR FOR H,S MOLECULAR SIEVE
  - too
                 1000
      1 mm
      Hg
    0  35   15
         ISOSTERE
  i;
Weight X
    Reciprocal Temperature
                                  9-3

-------
                     ADSORPTION
                      ISOSTERE
                      OF H,S ON
                     MOLECULAR
                        SIEVE
    25 27 O 3 I  33  3537
   RrriprocAl of Abtoiui* Trmpcraiur* 10
          DYNAMIC
  ADSORBER OPERATION
 •  MTZ
 •  saturation and working capacity
 •  depth of bed
 •  gas velocity through bed
                 MASS
             TRANSFER
                 ZONE
       MTZ depends on:
  • type of adsorbent
  • particle size of adsorbent
  • gas velocity
  • temperature
  • pressure
  • efficiency
  MASS TRANSFER ZONE
Where
  D, • twd depth
  C, » breakthrough capacity of bed D,
  C . - Mluratlon capacity
  X - de«ree of saturation In the MTZ
                                      9-4

-------
       MASS TRANSFER ZONE

               = Ci|V-C1D,L


        Where:
           C « breakthrough capacity
           D - bed depth
    ADSORBER BED CAPACITY
     Saturation   Breakthrough    Working
     Capacity     Capacity      Capacity
            SATURATION
     AND WORKING CAPACITY
    Saturation
    Capacity
            weight of *d*orb*(r
            weight of «dtorb*ni
Working _ wgighi of »d
Capacity
                               i of hc«l
                   weight of •dtortxm
Br*«kthrough
 Capacity
           «/!»'	W •">  \  P.I....INH.W »*d _ "17 \
           '"" I.I...H, Ml,l,«lh»  \ 1 .,....,, /\l).nrh  |n>(IAl
                        •rd UXIII
            *5.«
                  DEPTH OF
            ?   ADSORBENT
                      BED
                                                9-5

-------
 EFFECT OF GAS VELOCITY ON MTZ
      Gas Velocity, feet/minute
                    GAS
                  VELOCITY
                  THROUGH
                    BED
    0            IOO
    Velocity. fe«t minute
  REGENERATION
    CONDITIONS
 • types of regeneration .
 • factors to be considered

Ways to Regenerate
Thermal Detorption at 100 C
Vacuum Detorption at 20 C
and 50 mm Hg
Gat Circulation at 130 C
Steam Stripping at 100 C
VlU 411 li.* >..i

I Percent of
Charge DitpeJIed
15
25
45
98
|
        FACTORS
AFFECTING DESORPTION

 • time available
 • retentivity of adsorbent
 • heat requirements of vessel
   and adsorbent
 • direction of steam flow
 • hysteresis
                                  9-6

-------
  D«»orption/Y




4^   "Adsorption
 HYSTERESIS
PHENOMENON
Adsorbate Pressure
         Arrton*
 1

  -   STEAM
  "  REQUIRE-
  -   MENTS
   0  I  1   J  «   s  »
  Pound* o) St»m p»i Pound ol &olv*tii
 ADDITIONAL FACTORS

  • drying and cooling of bed

  • heat of adsorption

  • fire hazards

  • attrition
                                    9-7

-------
                   Chapter  10
        Adsorption  Control Equipment
                         Lesson Goal

To review factors affecting the adsorption process and to describe the operation
of various types of adsorbers.


                      Lesson Objectives

Upon completion of this lesson, you should be able to:
   1. List five factors which affect adsorber performance.
     a.  Temperature
     b.  Pressure
     c.  Concentration
     d.  Gas velocity
     e.  Contaminants
   2. Describe the operation of three types of adsorbers.
     a.  Fixed (regenerate and nonregenerable)
     b.  Rotary
     c.  Fluidized
   3. List three source categories to which adsorbers could be applied for
     gaseous emission control and list some typical installations related to each.
     a.  Bulk terminals
     b.  Solvent recovery
     c.  Odor control
                           References

   1. APTI Course 415 Student Manual.
   2. Environmental Protection Agency (EPA). April 1973. Packing Sorption
     Device System Study. Washington, DC. EPA-R2-73-202.
   3. Parmele, C. S., O'Connell, W. L., and Basdehis, H. S. Vapor Phase
     Adsorption Cuts Pollution, Recovers Solvent, Chem. Engr.: Dec. 31, 1979.
   4. Technical Bulletin, "Carbon Adsorption/Emission Control" Vic Manufac-
     turing, Minneapolis, MN.
   5. Technical Bulletin, "Purasiv HR for Hydrocarbon Recovery", Union Car-
     bide, NY., NY.
                               10-1

-------
          ADSORPTION
   CONTROL EQUIPMENT
FACTORS AFFECTING ADSORPTION

     • Adsorbat* - Gat Stream
         • Concentration
         • Temperature
         • Pret»ure
         • Velocity
         • Contaminant*
     • Adsorbent
         • Retentfvtty
         • Deactivation
         • Mechanical Stability
       -\
          CONCENTRATION
    Concentration
Concentration
           TEMPERATURE
             Temperature
                          120 r
             PRESSURE
               Pressure
                                      10-2

-------
       VELOCITY
 N
 "5
 £.
 I
         Velocity
                100 It
    CONTAMINANTS
•  paniculate matter
•  entrained liquid
•  high humidity
•  corrosive materials
•  high boiling point hydrocarbons
 RETENTIVITY
 • high selectivity
  for contaminant
 • easy regeneration
  DEACTIVATION
      MECHANICAL
        STABILITY
                             10-3

-------
       TYPES OF
     ADSORPTION
        SYSTEM
      • Nonregenerable
      • Regenerable
    NONREGENERABLE
       USES OF
 NONREGENERABLE
     ADSORBERS

    • control of odor
    • control of
     trace contaminants
ADVANTAGES
DISADVANTAGES
  low Ap

  inexpensive
   unit
   replacement
   cost
              no recovery
              credit
                         10-4

-------
  REGENERABLE
   ADSORBERS
     Fixed Bed
     REGENERABLE
       Fixed Bed
   USES OF FIXED BED
     REGENERABLE
      ADSORBERS

   • Solvent Recovery
   • Gasoline Marketing

   • Odor Control



   ADVANTAGES

(over nonregenerable)


 • reuse of carbon

 • potential recovery value
      DISADVANTAGE
   • Kile
    carbon
                         10-5

-------
                REGENERABLE
                 FJuidized B«d
 USES OF FLUIDIZED BED
REGENERABLE ADSORBER

     •  Solvent Recovery

        • degreasing
        • printing
        • surface coating
  ADVANTAGES
DISADVANTAGE
  • increased
   efficiency of
   regeneration

  • eliminates idle
   carbon

  • smaller than
   comparable fixed
   bed
 • high attrition of
   carbon
        ROTARYBED
   rurmtmm riw »*« \7.• ...•...-



      CtaMi In
   •>:•»*&
                                  10-6

-------
    USES OF ROTARY BED
 REGENERABLE ADSORBERS

       • Odor Control
       • Solvent Recovery
ADVANTAGES
DISADVANTAGE
• eliminates idle
  carbon

• shorter than
  fixed bed
  • wear on moving
   parts
        TO ACHIEVE
    HIGH EFFICIENCY
   • allow for cooling.'drying cycle
   • be able to handle varying
     concentrations
   • monitor the outlet concentration
   • provide additional regeneration
     capabilities
                                  10-7

-------
                  Chapter  11
             Condensation Principles
                  and  Applications
                        Lesson Goal

To familiarize you with the basic types of condensers used for control of gaseous
air pollutants from industrial sources.


                    Lesson Objectives

Upon completion of this lesson, you should be able to:
   1. List two types of condensers and briefly describe their operation.
   2. Recognize some advantages/disadvantages of using either a surface or con-
     tact condenser.
   3. Recall three applications of condensers for control of gaseous emissions.
   4. Recall the steps in reviewing permits for construction and operation of
     condensers as air pollution control devices.


                         References

   1.  APTI Course 415 Student Manual.
   2.  Environmental Protection Agency (EPA). 1973. Air Pollution Engineering
     Manual. AP-40, 2nd ed. RTP, NC.
   3.  Perry, John H. 1950. Chemical Engineering Handbook. New York:
     McGraw-Hill Book Company Inc.
                            11-1

-------
               CONDENSATION
               PRINCIPLES AND
                APPLICATIONS
               TYPES OF
            CONDENSERS
               • Contact
               • Surface
               non-condematc
                   SPRAY TYPE
                   CONTACT
                  CONDENSER
              condtnute
      SHELL-AND-TUBE CONDENSER
      •Mtof
                      eondcnul*
  Surface Condensers
Contact Condensers
• less coolant required

• fes» compensate produced

• product easily recovered

• no separation problem
 • simpler

 • lest eipensive

 • less maintenance
   required

 • separation problem
   (coolant and pollutant)
                                     11-2

-------
 USES OF CONDENSERS
 IN A CONTROL SYSTEM

     • Vapor Reduction
     • Final Control Device
     • Odor Control
TYPICAL APPLICATIONS
    OF CONDENSERS
   • Rendering Plants
   • Degreasing Operations
   • Petro-chemical Industry
              RENDERING PLANTS

               • Odor Control
                • cookers
                • dryers
                • grease processing
                • raw materials
      DECREASING OPERATIONS
    Solvent Vapor Containment and Recovery
    Ute condensation coils
       PETRO-CHEMICAL INDUSTRY
      • Vacuum Dfctilalion of Petroleum
      • Vapor Recovery in Bulk Terminals
                                   11-3

-------
 SIZING OF A CONTACT CONDENSER

                  Calculate condensation
                  rale:

                  • balance heat
                    of vaporisation

                  • balance compensate
                    MibcooKng
  SIZING OF A SURFACE CONDENSER
         Calculate heat transfer
REVIEW OF A DESIGN PLAN

 •  Examine construction permit

 •  Review vendor literature

 •  Check process variables

 •  Confirm source compliance -
    • Calculate outlet emissions
    • Require source lest


            REVIEW
     •  Types of Condensers
       • Contact
       • SurUcr
     •  Advantages of Each Type
     •  Typical Applications
       • Rendering PUnis
       • D«g'M»
-------
                   Chapter  12
          Reduction of SO2 Emissions

      from  Fossil-Fuel Burning Sources



                         Lesson Goal

To familiarize you with the characteristics and uses of flue gas desulfurization
(FGD) systems.


                      Lesson Objectives

Upon completion  of this lesson, you should be able to:
   1. Recall the NSPS for sulfur oxide emissions from fossil-fuel-fired steam
     generators (FFFSG).
   2. List three types of nonregenerable FGD processes and give a brief descrip-
     tion of each.
   3. List three types of regenerable FGD systems and give a brief description of
     each.
   4. Describe the use of dry-scrubbing FGD systems with baghouses for
     SO2 control.
   5. List three processes or fuel modifications used to reduce SO, emissions.


                          References

   1. Jones, D. G., Hargrove, O. W. Lime/Limestone Scrubber Operation and
     Control. Presented at the 72nd annual meeting of the Air Pollution Con-
     trol Association. Cincinnati,  OH. June 24-29,  1979. 79-23.6.
   2. Hollett, Grant T., Jr. Dry Removal of SO* Application to Industrial Coal
     Fired Boilers. Presented at the 72nd annual meeting of the Air Pollution
     Control Association, Cincinnati, OH, June 24-29, 1979. 79-23.1.
   3. Hatfield, Dennis L., Harris,  James L., Steiner, Thomas P., Silk, Charles
     T. Six Years'  Operation and Maintenance Experience  with a Wellman-
     Lord SOa Abatement System at a Sulfuric Acid Plant. Presented at the
     72nd annual meeting of the Air Pollution Control Association. Cincinnati,
     OH. June 24-29, 1979. 79-23.3.
   4. Electric Power Research Institute (EPRI). 1980. Comparible Economics of
     Advanced Regenerable Flue Gas Desulfurization Process. EPRI CO-1381.
   5. Environmental Protection Agency (EPA). 1979. Definitive SO, Control
     Process Evaluations: Limestone, Double Alkali, and Citrate FCD. EPA
     600/7-79-177.

                               12-1

-------
 REDUCTION OF SO2 EMISSIONS
     From Combustion Sources
     Hue Gas DesuHurization (FGD)
       NSPS FOR SO2

 FFFSC rated >  250 x 10* Btu/hr
               or  73 megawatts
 New Sources after August 1971
  •  Equid gaseous fuel —  0.8 fc 10' Btu
                      or 340 ng J
  •  solid fuel         —  12 I) 10* Btu
                      or 520 ng j
New Sources after September 1978


   •  liquid gaseous fuel — 0.8 Ib 10' Btu
                      or 340 ng J
                      and 90"u scrubbing

     (N bekm 02 Ib 10' Btu, or 86 ng J,
         then no scrubbing required)
New Sources after September 1978
          (continued)
    • sofidfuet —
Ufo 10'Btu
or 520 ng |
and 90°o scrubbing

0.6 fc/10* Btu
or 260 ng J
and 70°o scrubbing
      FGD SCRUBBING
     S02
    Wet
       so2
     Dry
                                       12-2

-------
     WET FCD SCRUBBING
  Nonregenerable    Regenerable
TYPICAL FCD SCRUBBER EQUIPMENT

        • Spray Chambers

        • Venturi Scrubbers

        • Packed Towers

        • Cross How Scrubbers
                 SIMPLE
                 SPRAY
                CHAMBER
    SPRAY
   VENTURI
   SCRUBBER
            .^rrMI HflMUIor

                 liquor
                PACKED
                TOWER
                                    12-3

-------
CROSS FLOW SCRUBBER
  SO2 REDUCTIONS
• Wet Scrubbing—at least 90%

• Dry Scrubbing—at least 75-83°o
    NONREGENERABLE
    PROCESSES
• Lime Scrubbing
• Limestone Scrubbing
• Double Alkali Scrubbing
      SCRUBBER
      WASTE DISPOSAL
    • Ponding
    • Mine Disposal
             UME
          SCRUBBING
                             12-4

-------
  UME SCRUBBING
PROCESS CHEMISTRY
      Ci(OH)j
      (Sorry
     fcomOO)
 UME SCRUBBING
   RELATIVE COSTS
(Nonregenerable Procestes)
 E
  Urne
         LIMESTONE
         SCRUBBING
                               12-5

-------
 UMESTONE SCRUBBING
  PROCESS CHEMISTRY
       (Surey)
UMESTONE SCRUBBING
      RELATIVE COSTS
   {Nonregenerable Processes)
    IJme  IJmeftone
           DOUBLE
            ALKALI
          SCRUBBING
                               12-6

-------
  DOUBLE ALKALI SCRUBBING
     PROCESS CHEMISTRY
DOUBLE A1KALJ SCRUBBING
                   Regenerated
                    AbUbent
       RELATIVE COSTS
   (Nonregenruble Processes)
     Lime  Limestone
          REGENERABLE
          PROCESSES
    • Wellman-Lord/Allied
     Chemkal
    • Gtrate
    • Magnesium Oxide
                                    12-7

-------
         TYPICAL
         REGENERATION
         PRODUCTS

     • Sulfur
     • SuKuricAcid
     • Gypsum Wallboard
WELLMAN-iORD'
AIDED CHEMICAL
   PROCESS
 WELLMAN4.ORD ALLIED CHEMICAL
      PROCESS CHEMISTRY
      WELLMAN^ORD/
  ALLIED CHEMICAL PROCESS
                                12-8

-------
            RELATIVE COSTS
           (Regenerabte Proceuet)
        C
        WellnurUord
       AIM Chemical
CITRATE
PROCESS
        CITRATE PROCESS CHEMISTRY

                *7T5\
    [H2S03
    R. Spent
     Gtratt.
                               Sulfur
         CITRATE PROCESS
     Paniculate
   Miner Removed

    4^4
     EsBTYr '•
  Abvorbent
   ^

Reaction
                                            12-9

-------
        RELATIVE COSTS
    w  (Regenerate Processes)
    WHbnin-iofd  Otute
    AIM
            MAGNESIUM
                OXIDE
              PROCESS
       MAGNESIUM OXIDE
       PROCESS CHEMISTRY
 >5*~rtX    V > t ; ,
  SO, ^ +  **
-------
         RELATIVE COSTS
       (Regenerable Processes)
     Wrilnun-lord  Gtule   Mignwum
    AIM Chenneil         Oud*
J.
\Ji
                   DRYFCD
                 SCRUBBING
   TYPICAL DRY PROCESSES

  • Spray Dryer with Baghouse 'ESP

  • Dry Injection

  • Alkali and Coal Combustion
   SPRAY DRYER WITH BAGHOUSE

Alkali Spray/
  SO
            ALKALI SPRAYS

           • Sodium Bicarbonate

           • NahcoTrte

           • Lime
                                        12-11

-------
       SOj REDUCTIONS

     • Dry Scrubbing—75-85°o
       (90°« possible)
     • Estimated Cost—$80-120 1W
      TYPICAL DRY PROCESSES

     •  Spray Diyer with Baghouse/ESP

     •  Dry Injection

     • Aloi and Coal  Combustion
OTHER SO2 REDUCTION TECHNIQUES

        • Fuel Substitution
        • Fuel Cleaning
        • Coal Gasification
        • Coal liquificabon
                                             12-12

-------
                   Chapter  13
   Control  of Nitrogen  Oxide Emissions
      from Fossil-Fuel Burning Sources
                        Lesson Goal

To introduce you to practices and equipment used to reduce nitrogen oxide emis-
sions from combustion sources.
                     Lesson Objectives

Upon completion of this lesson, you should be able to:
   1. List the NSPS for nitrogen oxide emissions from major combustion
     sources.
   2. Briefly describe the various combustion modifications used for reducing
     nitrogen oxide emissions.
   3. Briefly describe the operation of the Exxon Thermal DE-NO, process for
     nitrogen oxide emission reduction.
   4. Briefly describe the -operation of the selective catalytic reduction (SCR)
     process for nitrogen oxide reduction using ammonia.
   5. Briefly describe the operation of the UOP-Shell process for NO, reduction.


                         References

   1. Environmental Protection Agency (EPA). 1977. Proceedings of the Second
     Stationary Source Combustion Symposium, volume II. Utility and Large
     Industrial Boiler. EPA-600/7-77-073b.
   2. Electric Power Research Institute (EPRI). 1979. Proceedings: Second NO,
     Control Technology Seminar. EPRI/FP 1109-SR.
   3. Mobley, J. David. Assessment of NO, Flue Gas Treatment Technology.
     Paper presented at Symposium on Stationary Combustion NQ, Control,
     USEPA and EPRI, October 6-9, 1980, Denver, CO.
                              13-1

-------
           CONTROL OF NO*
           EMISSIONS FROM
           FOSSIL FUEL
           BURNING SOURCES
     METHODS OF REDUCTION
   Combustion
  Modifications
  Flue Gas
 Treatment
        NSPS FOR NO*
  FFFSC rated > 250 x 10' Btu hr
  New Sources after August 1971
   • gaseous fuel    0.2 Ib 10' Btu
   • liquid fuel      0.3 Ib 10'Btu
   • solid fuel       0.7 Ib 10» Btu
     (except lignite)
          NSPS FOR NO,
  FFFSC rated at 73 megawatts
   New Sources after August 1971
    • gaseous fuel
    • Squid fuel
    •  solid fuel
      (except lignite)
 Wng|
 130 ng J
300 ngj
FFFSC rated > 330 * 10* Btu hr
New Sources after September 1978
• gaseous fuel         OJ Ib 10' Btu
• Bquid fuel           OJ Ib 10* Btu
• Mtbbituminous coil    OJ Ib 10* Btu
• bituminous 'anthracite
  coal, lignite          0.6 Ib 10* Blu
• KgnHe in slag top
  furnace             0.8 b 10' Btu
                                       13-2

-------
    fFFSC rated at 73 megawatts
    New Sources after September 1978
• gateous 
-------
          FLUE CAS RECIRCULATION
           LOW NO> BURNER
   tuf\ and
   pnnur\ jir
           FLUE CAS
         ij TREATMENT
        T
    • Exxon Thermal De-NO^

    • Selective Catalytic Reduction (SCR)
    • UOP Shell Process
    • Wet NO, /SO, Process
         ammonia injection
                     EXXON
                     THERMAL
                     DE-NO*
         THERMAL DE-NOX
        PROCESS CHEMISTRY

    4NH3 + 4NO + O2 — 4N2 + 6H2O

• Required Flue Gas Temperature — 950 °C
        (H hydrogen injected — 700 °C)
                                      13-4

-------
    AMMONIA INJECTION SPRAY
             MTO BOIUR
                      ^
   SELECTIVE CATALYTIC REDUCTION
      	 (SCR)
                    MK> • 400 "C
    !%«3ta£
  jmmonu injection*
   SCR PROCESS CHEMISTRY
4NH3 -(• 4NO + O2    S 4N2 + 6H2°
4NH,
                 lS'-c 3N2 + 6H2O
               ~-"v""
           SHAPES OF
           PARALLEL ROW
           CATALYSTS
 Ptullrl PUU-

o°o°o°c
  TubuUr
                    frrrnrr
                    IJLJUJUU.
                    GOOOUUL
              C«umk Honeycomb
                UNIT CELL
           OF A PARALLEL
          aOW CATALYST
                                  13-5

-------
            TYPICAL
            PARALLEL FLOW
            CATALYTIC REACTOR
 IT.    ^Optimum Flue Gas Temperature
                      -c
        REACTORS
fixed Bed   Moving Bed Parallel Flow
      UOP SHELL PROCESS
    Simultaneous NO, SOt Reduction
        NO,  SO^ REDUCTION


         CuO-f SO, 4 SO, — CuSO,
        CATALYST REGENERATION

          CuSO, 4- 2Hj — Cu4 SOj

          Cu -«• !>O2 — CuO
                                   13-6

-------
     Relative Reduction and Cost
Thrmul      SCR       UOP       Mfl
O*-NO,
NO,        NO,      NO, SOj   NO, SOj
                                               13-7

-------
                   Chapter  14
                   Exhaust  Systems

                         Lesson Goal
To provide a review of the basic functions of the components of an exhaust
system.


                      Lesson Objective

Upon completion of this lesson, you should be able to:
   1. Identify and locate the various pans of an exhaust system: hood, duct,
     fan, and air pollution control equipment.
   2. Define system efficiency as a function of the components of the exhaust
     system.
   3. Describe two types of hoods.
   4. List at least three types of pressure losses that occur in a duct.
   5. List two types of fans and briefly describe the characteristics of each.
   6. Define and relate to each other the following terms pertaining to fans.
     a. Air horsepower (AHP)
     b. Brake horsepower (BHP)
     c. Mechanical efficiency (£M)
   7. Recognize the "Fan Laws" that are used for comparing similar fans.


                          References

   1.  APTI Course 415 Student Manual.
   2.  Environmental Protection Agency (EPA). 1973. Air Pollution Engineering
     Manual. AP-40. 2nd ed. RTP, NC.
   3.  Baumerster, T. Fans. 1st ed. New York, NY.: McGraw-Hill Book Co.
                               14-1

-------
   EXHAUST SYSTEMS
                •xhoust dispersion
hood
source
                    twoim.ni

         EXHAUST  SYSTEM
          SYSTEM
       EFFICIENCY
  E   = E  x E  x E  -
  LES    LH * LD x LAPCE
       HOOD DESIGNS

                    i±J
     \hopp»'/

     Enclosed
                  Exterior
      DESIRABLE HOOD
     CHARACTERISTICS

   • enclose process or source
     if possible

   • locate exterior hood in path
     of exhoust
   • with exterior hood, minimize
     interference from cross drafts
                                 14-2

-------
       PRESSURE
MEASUREMENTS IN DUCT
          oif flow
 Totol
Pressure
         Stotlc
        Pressure
Velocity
Pressure
    PRESSURE LOSSES

• inertia (velocity pressure)
• orifice
• straight run
• elbaw and branch entry
• contraction and expansion
   DESIRABLE DUCT
   CHARACTERISTICS

  • minimize changes in
    flow direction
  • smooth duct surface
  • ovoid abrupt expansions
                  AXIAL-
                  FLOW
                   FAN
CENTRIFUGAL
     FAN
                                14-3

-------
                PRESSURE
                BLOWER
                  FAN
   AIR HORSEPOWER


A un _ Q(cfm) x PT(in. water)

AMP ~       6356
          DRAKE
      HORSEPOWER

DH-  Q(cfm) x PT (in. woter)
       6356 x fon mech. eff.
  nooo
                      to
                      itock
                 control
                •quipnwnt
     tourc*
FORCED DRAFT
  FAN (Dirty)
                       to
                       Slack
              control
              equipment
     MMfC*
           INDUCED DRAFT
            FAN (Clean)
                             14-4

-------
FAN CHARACTERISTIC CURVES
         s Velum* Flow
      SYSTEM CURVE
         Volume Flow
    FAN CURVE VERSUS
       SYSTEM CURVE
                      Fon
                   Performonce
                     Curve
          Volume Flow
    VARIABLES AFFECTING
      FAN OPERATION
 Air Volume (Q) and Horsepower (./)

     • ton size (d)
     • fan speed (N)
     • gas density (C)
     • system resistance (hf)
                                 14-5

-------
         FAN LAWS
    are descriptions of the
    relationships among the
    variables
    used to determine what
    will happen (in terms of
    fan performance) if a
    given variable is changed
       EXAMPLE PROBLEM

 A fan is exhousting 12.000 efm of air
 at 600°F (density = .0075 Ib/ft^). Fan
 speed is 600 rpm and 13 horsepower
 Is required. What would be the required
 horsepower if oir ot 70°F (density =
 .075 Ib/ft3) is pulled through the system?
           SOLUTION
Using Fan Low 4c>
W* get

                     0.075
              S 10 "r\ 0.0075

 A = 26 hp
    hood
               EXHAUST
   conrol       SYSTEMS
 equipment     REVIEW

    fon

    stack
                                     14-6

-------
   Part 2
Problem Sets

-------
             Problem Set  1


               Review  of Basics



             Problem 1-1. Orsat Analysis

Problem Statement

From an Orsat analysis of a boiler's exhaust gas we get the following percentages
of components in the flue gas:
                       CO,

                        CO

(NOTE: Orsat gives % on a dry basis.)
Question

What is the molecular weight of this stack gas?
                         15-1

-------
          Problem  1-2. Partial Pressure of Gases

Problem Statement

An air stream of 15,000 scfm contains 1% by volume water vapor and  1000 ppm
HaS.

Questions

   1. What is the partial  pressure of the water vapor and H2S?
   2. If Henry's Law constant is 483  atm/mole fraction for H2S dissolved in
     water, what is the maximum mole fraction of H:S that can be dissolved in
     solution?
                                15-2

-------
             Problem 1-3. Properties of a Gas

Problem Statement

Carbon dioxide gas (molecular weight = 44) flows through a duct that is three
meters in diameter. Assume the following to be true:
          P* = l atm
          p, = 0.1 atm, vacuum
          T=150°F
          R= (0-082 atnrQ(liters)
                 (g-mol)(K)

          kinematic viscosity = 1.1 x 10~* mVs

          velocity = —:——
                     s

Question

What are the values of the following?
  a. density, Q
  b. absolute viscosity,  n
  c. Reynolds Number, Re
                                  15-3

-------
            Problem  Set 2
                  Combustion

         Problem 2-1. Combustion of Gases
Problem Statement

Consider a gaseous fuel composed of:
                       N, = 5%
                      C,H,
                      C,H.
by volume.

Questions

  1 . What is the volume of air required for complete combustion of 1 acfm of
    the above fuel with 100% theoretical air?
  2. What is the volume of the product of combustion of the fuel?
                         16-1

-------
                Problem 2-2. Fuel Required
                  to Incinerate Waste Gases

Problem Statement

We have an exhaust air stream from a meat smokehouse that contains obnoxious
odors and fumes. The exhaust is 5000 acfm at 90°F and we want to incinerate
the fume at 1200°F.


Question
How much natural gas will be required if the gross heating value of the fuel is
1059 Btu/scf? NOTE: Use Figures 2-4 and 2-6 on pages 16-8 and 16-10,
respectively.
                               16-2

-------
Solution to Problem 2-2
    Note: base all
    calculations on
    1 hour.
A. Must first find mass flow rate of air
   m = (volume flow rate) x (density)

             acfWlbmoleY  492  \( 29 Ib  \/60
             min/ \359 scf
       21,6781b/hr
   m=  5000
                                                       V-
                                                  0+90/\J
;
                                    b mole/\
    Note: AH values
    are obtained from
    Figure 2-4 on
    page 16-8.
B. Heat required
   Hat 1200°F = 288.5 Btu/lb
   H at 90 °F is obtained by interpolating

   Hat9°eF=(T^o)30=7-2Btu/lb

   q = (21,678 Ib/hr) (288.5 -^--7.2 —}
                  \       Ib        Ib  /
    = 6.098x10* Btu/hr
    Note: can calcu-
    late q another
    way by using an
    average specific
    heat value.
C.   =
            Dt 1 1
       0.26 -— ; average for air over the temp, range
   q = (21 ,678 Ib/hr) o.26      (1200-90)

                         q = 6.256 x 106 '^- (more of an estimate)
                                       hr
                      D. Heat available
                         from Figure 2-6 on page 16-10, HU for natural
                         gas with a He of 1059 Btu/cf at 1200°F
                         is 690 Btu/cf
    Use heat from B.
£. Amount of natural gas needed

               BtuV  scf
                          5.098x10*
                            — R R^7 S
                    ,690Btu/~8'837 h7
                                  16-3

-------
             Problem 2-3. Design of Afterburner
                        with Heat  Recovery
 Problem Statement
 A two-bed heat recovery unit removes odors and fumes from a 10,000 acfm air
 stream. The exhaust air enters at 200°F and is heated to 950°F in the preheater
 before being combusted at 1400°F. The exit air leaves at 500°F.
                                Natural gas
                                Combustor
                Bed on
                preheat
                                 To stack
                                                 Bed on
                                                 recovery
                            Contaminated air
                 Figure 2-1. Two-bed beat recovery incinerator.

Assume the following:
• C, = mean heat capacity of air = .26 Btu/lb°F
• HA » available heat of fuel « 950 Btu/scf
• velocity through combustion chamber = 20 ft/sec
                         " »5 ft3 of combustion products
                                   ft3 of fuel
• there are no heat losses
• all calculations are to be based on a reference temperature of 60° F
• there is a minimum residence time of .3 sec
    products of combustion
Questions
   1.  How much fuel is required?
   2.  What are the diameter and length of the combustion chamber?
   3.  What are the fuel savings by using heat recovery based on 5000 hrs/yr
      operation at SI/1000 scf of gas?
                                  16-4

-------
                    Problem 2-4. Plan  Review
                 of a  Direct-Flame Afterburner

 Problem Statement

 Plans have been submitted to your air pollution control agency for a permit to
 construct a direct-flame afterburner serving a lithographer. As an engineer with
 the agency, it is up to you to determine if the afterburner meets the following
 equipment design standards required by your agency.
   90Vo removal by:
   a.  afterburner temperature 1300-1500°F
   b.  residence time 0.3-0.5 seconds
   c.  velocity through afterburner 20-40 fps
   The applicant has provided you with the following information needed to
 evaluate the system:
                                                   300T
    Effluent
from lithographer     7000 scfm   300°F
                                      To process
                                                •tm
Natural
  I«s
burner
           t
  Direct
  flame
afterburner
Afterburner
 prebeater
                            738°F
                                                     Makeup air

                  Figure 2-2. Afterburner with beat recovery system.
   Assume the following:
   • afterburner dimensions are 4.2 ft diax 14 ft long
                                           Btu
   • gross heating value of natural gas-1059
                                           ft3
     hydrocarbon in effluent air to afterburner = 30 Ibs/hr (assume hydrocarbons
     same as toluene)
     heat loss from afterburner = 10%
     molecular weight of toluene=92
     LEL of toluene = 1.2%
     refer to Figures 2-3, 2-5, and 2-6 on pages 16-7, 16-9, and 16-10, respectively
     for natural gas assume 11.5 ft3 of the flue products per ft3 of gas burned and
     10.3 ft1 of theoretical air required per ft3 of gas burned
                                    16-5

-------
Questions
      Is the concentration of toluene in effluent less than the required 25«7o of
      the LEL?
      How much fuel is required?
      • use Cp values from Figure 2-5 on page 16-9
      • use Figure 2-3 on page 16-7 for the heating value of toluene
      • use Figure 2-6 on page 16-10 to compute the available heat of natural gas
      Based on volumetric flow of the flue gases is the chamber size adequate?
      • use Figure 2-3 for the products of combustion and theoretical air
        required for burning of the toluene
                                   16-6

-------
i


No. Subitonc*



1. Carbon*
2. Hydrooen
3 . O'yaen
4. Nitrogen (aim)
5. Corbon monoiidr
6. Corbon dionide
Paraffin teriet
7. Methane
8. (than*
9. Piapooe
10. n-luton*
II. liobuiane
12 . i»-P*nlon*
13, iiopenlane
UtJ*4Mu«lnHM
. ncopenrane
15. n-Heion*
Ote'in Mf i«i
16. flhyltne
17 . Prapylene
II. n-Bulene
19. liobulene
20. n-Peniene
Aromatic teriei
21 . lenient
22. toluene
23. Xylene
Ml(c*llaneou< gmei
24. Acetylene
75. Naphthalene
76. Methyl alcohol
?/.. Ethyl alcohol
78. Ammonia
29. Sulfur*
30. Hydrogen wl'iifc
31 Suite* d»onide
32.' Wote. Vapor
33. Air


Formula



C
H,
6,

CO
CO,

CHt
C,H,
C,H.

C«Hlfl
C«M|;
CfcH,,
CcH..
CSMM

C;H4
C|H|j
C.M,

C*HIO

C(»\
C,H,
C*H,0

:,H,

'HjOH
C,HSOH
NH,
»
l,S
so>
JT-J/
H,0



Molecular
u. • • .
Weight


12.01
2.016
37.000
78.016
78.01
44.01

16.041
30.067
44.0»?
58.111
58.118
77.144
72.144
77.144
86.169

28.0)1
47.07?
56.107
56.10?
70.178

71.107
97.13?
106.158

76.036
178.16?
37.041
46.067
17 .031
37.06
34.076
64 06
18.016
78.9


Ibper
Cu Ft


^
0.0053
0.0846
0.0/44
0.0/40
0.1170

0.0474
0.0803
0.1196
0.158?
0.158?
0.1904
0.1904
0.1904
0.7774

0.0746
O.IHO
0.1480
0.1480
0.185?

0.2060
0.7431
0.7803

0.0697
0.3384
0.0846
0.1716
0.0456

0.0911
1.1/33

).'o/66


CuFt
pef Ib


_
187.773
11.819
13.443
13.506
8.548

73.565
17.455
8.365
6.371
6.3?)
5.75?
5.25?
5.75?
4.398

13.41?
9.007
6.756
6.756
5.400

4.857
4.113
3.567

14.344
?.9i5
1 1 .870
8.721
71.914

10.979
5.7/0

I3.*063


SpG.
Air
1.0000


_
0.0696
1.1053
0.9718
0.96/7
1.578?

0.5543
1.0488
1.5617
7.0660
7.0665
7.48/7
7.487?
7.4A7?
7.9/04

0.9740
1.4504
1.9336
1 .9336
7.4190

7.6970
3.1/60
3.6618

0.9107
4.4708
I.IO'j?
I.5H90
0.5961

1.1898
7.7640
).67 l*j
1 .0000

Heat ol Combutlion


8lu pr< Cu (

CH.£',
mm
3?S
—
—
377
—

1013
1/9?
2590
33/0
3363
4016
4008
3993
4762

1614
7336
3084
3068
3836

3751
4484
5730

1499
5854
868
1600
441

647

~
-
Net
(low)
_
7/5
—
—
37?
—

913
1641
7385
3113
3105
3/09
3/16
3693
441?

1513
7186
7885
7A69
3')86

3601
4784
4980

1448
5654
/6R
1451
365

596


-

Blu per tb

(High)
14,093
61.100
—
—
4,347
-

73.879
77.370
71.661
71. JOB
71 ?5/
?l!iT9l
71.05?
70.9/0
70.940

71.644
71.041
70,840
70. /30
70.71?

11.710
18.440
18.650

71.500
I/. 798
10.759
13.161
9.668
3.983
/,im>

~
--
Net
(low)
14.093
51.673
—
—
4,347
—

71.520
70.43?
19.944
19.6(10
19,679
19.517
19,4/8
19.396
19.403

70.795
19.691
19.496
19,38?
19.363

17.480
17.670
17. /60

70.776
16. /OH
9,0/B
II.9J9
8.001
3.983
6.54'i


-
for 100% Total Alt
Mole< per Male ol Combmtrble
or
CuFl per Cu Ft of Comhuttible

Required lor Combuilion

Oj
1.0
0.5
_
_
0.5
—

7.0
3.5
5.0
6.S
6.5
8.0
8.0
8.0
9.5

3.0
4.5
6.0
6.0
7.5

7.5
9.0
10.5

7.5
12.0
1.5
3.0
0.75
1.0
1.5


-

N7
3./6
I.8R
_
_
1.88
—

7.53
13.18
18.8?
?4.4/
?4.47
30.11
30.11
30.11
35.76

11.79
16.94
??.59
77.59
78 .73

78.23
33.88
39.57

9.41
45.17
5.65
11.79
7.87
3.76
5.65


-

Air
4.76
7.38
_
_
7.38
—

9.53
16.68
73.8?
30.97
30.97
38.11
3D. II
38.11
45.76

14.79
71.44
78.59
79.59
3b./3

35.73
47.88
50.0?

11.91
57.17
/.I5
14.79
3.5/
4.76
7.15


-

Flue Product!

CO,
1.0
_
_
_
1.0
-

1.0
7.0
3.0
4.0
4.0
5.0
5.0
5.0
6.0

2.0
3.0
4.0
4.0
5.0

6.0
/.O
8.0

7.0
10.0
1.0
2.0
—
SP&
ro


-

H,O
_
1.0
_
_
—
—

2.0
3.0
4.0
5.0
5.0
6.0
6.0
6.0
7.0

2.0
3.0
4.0
4.0
5.0

3.0
4.0
5.0

1.0
4.0
2.0
3.0
1.5

1.0

_
—

NJ
3.76
1.88
_
_
1.88
—

7.53
13.18
18.82
74.47
24.4/
30.11
30.11
30.11
35.76

11.29
16.94
27.59
77.59
78.73

78.23
33.88
39.5?

9.41
45. 1/
5.65
11.79
3.3?
3.76
5.65

^^
—

For 100% Total AW
Ib par Ib ol CombuttibU


Required lor Combuttion

0,
7.66
7.94
_
_
0.57
-

3.99
3.73
3.63
3.58
3.58
3.55
3.55
3.55
3.53

3.4?
3.4?
3.4?
3.4?
3.4?

3.07
3.13
3.17

3.07
3.00
1.50
7.08
1.41
1.00
1.41

—
—

N,
8.86
26.41
_
_
1.90
—

13.78
12.39
12.07
11.91
11.91
11.11
11.81
11.81
11.74

11.39
11.39
11.39
11.39
11.39

10.27
10.40
10.53

10.27
9.97
4.98
6.93
4.69
3.29
4.69

^
—

Air
11.53
34.34
	
_
2.47
—

17.27
16.1?
15.70
15.49
15.49
15.35
15.35
15.35
15.77

14.11
14.81
14.11
14.81
14.81

13.30
13.53
13.70

13.30
17.96
.48
.07
.10
.79
.10

w
—

Flu* Product!

CO,
3.66
_
_
_
1.57
-

2.74
2.93
2.99
3.03
3.03
3.05
3.05
3.05
3.06

3.14
3.14
3.14
3.14
3.14

3.38
3.34
3.37

3.38
3.43
1.37
1.97
—
SOJL
7.00
1.88

_
—

H,O
_
8.94
_
_
_
—

2.25
1.80
.68
.SS
.55
.50
.50
.50
.46

.29
.79
.79
.79
.79

0.69
0.78
0.81

0.69
0.56
1.13
1.17
1.59
^
0.53

^
—

N.
8.86
76.41
_
_
1.90
—

13.78
12.39
12.07
11.91
11.91
11.81
11.81
11.81
11. 74

11.39
11.39
11.39
11.39
11.39

10.2?
10.40
10.53

10.22
9.97
4.98
6.93
5.51
3.29
4.69

_^
—
    'Carbon and sulfur are considered as gases (or molal calculations only.
    NOTE:  This table is reprinted from Fuel Flue Gases, courtesy of American Gas Association. All gas volumes corrected to 60°F and 30 in. Hg dry.

-------
Temp
°F
60
100
200
300
400
500
600
700
800
900
1000
1200
1400
1600
1800
2000
2200
2400
2600
2800
3000
3200
3400
3600
Relative beat eootent (H) in Btu per pound (•( atmospheric pressure)
0,
0
8.8
30.9
53.3
76.2
99.4
123.1
147.2
171.7
196.6
221.7
272.5
324.3
377.3
430.7
484.0
539.3
594.4
649.0
702.8
758.6
816.4
873.4
931.0
N,
0
9.9
34.8
59.9
85.0
110.3
136.1
161.7
187.7
213.9
240.7
294.7
350.8
407.3
465.0
523.8
583.2
642.3
702.8
763.1
824.1
885.8
947.6
1010.3
Air
0
9.6
33.6
57.7
81.8
106.0
130.2
154.5
178.9
203.4
235.0
288.5
343.0
398.0
455.0
513.0
570.7
628.5
687.3
746.6
806.3
866.0
925.9
986.1
CO
0
10.0
34.9
59.9
85.0
110.6
136.3
162.4
188.7
215.6
242.7
297.8
354.3
407.5
465.3
523.8
583.3
643.0
703.2
771.3
832.6
894.0
956.0
1018.3
CO,
0
8.0
29.3
52.0
75.3
99.8
125.1
149.6
177.8
205.6
233.6
290.9
349.7
416.3
470.9
532.8
596.1
659.2
723.2
787.4
852.0
916.7
981.6
1047.3
SO,
0
5.9
21.4
37.5
54.4
71.8
89.8
108.2
127.0
146.1
165.5
205.1
245.4
286.4
327.8
369.1
411.1
452.7
495.2
557.5
580.0
622.5
665.0
707.5
H,
0
137
484
832
1182
1532
1882
2233
2584
2935
3291
4007
4729
5460
6198
6952
7717
8490
9272
10060
10870
11680
12510
13330
Ctt,
0
21.0
76.1
136.4
202.1
272.6
347.8
427.4
511.2
599.2
691.1
886.2
1094.1
1313.0
1542.6
t • •
* • •


...
• • •

...
• • •
H,O
0
• • •

1165
1212
1259
1307
1355
1404
1454
1505
1609
1717
1829

• • *



• * •



...
                            Figure 2*4. Heat contents of various gases.
Source: North American Combustion Handbook, North American Manufacturing Co., Cleveland, OH
1st ed. (1952).
                                            16-8

-------
                                 t m «F  C, = Btu/flb
t
0
200
400
600
800

1000
1200
1400
1600
1800
2000
2200
2400
2600
2800
3000
3200
3400
3600
3800
4000
4200
4400
4600
4800
N,
6.94
6.96
6.98
7.02
7.08

7.15
7.23
7.31
7.39
7.46
7.53
7.60
7.66
7.72
7.78
7.83
7.87
7.92
7.96
8.00
8.04
8.07
8.10
8.13
8.16
0,
6.92
7.03
7.14
7.26
7.39

7.51
7.62
7.71
7.80
7.88
7.96
8.02
8.08
8.14
8.19
8.24
8.29
8.34
8.38
8.42
8.46
8.50
8.54
8.58
8.62
H,0
7.93
8.04
8.13
8.25
8.39

8.54
8.69
8.85
9.01
9.17
9.33
9.48
9.64
9.79
9.93
10.07
10.20
10.32
10.44
10.56
10.67
10.78
10.88
10.97
11.08
CO,
8.50
9.00
9.52
9.97
10.37

10.72
11.02
11.29
11.53
11.75
11.94
12.12
12.28
12.42
12.55
12.67
12.79
12.89
12.98
13.08
13.16
13.23
13.31
13.38
13.44
H,
6.86
6.89
6.93
6.95
6.97
t
6.98
7.01
7.03
7.07
7.10
7.15
7.20
7.24
7.28
7.33
7.38
7.43
7.48
7.53
7.57
7.62
7.66
7.70
7.75
7.79
CO
6.92
6.%
7.00
7.05
7.13

7.21
7.30
7.38
7.47
7.55
7.62
7.68
7,75
7.80
7.86
7.91
7.95
8.00
8.04
8.08
8.11
8.14
8.18
8.20
8.23
CH«
8.25
8.42
9.33
10.00
10.72

11.45
12.13
12.78
13.38
...
...
• ••
• •*
* • •
• • •
...
...
• . .
...
...




...
SO,
9.9
10.0
10.3
10.6
10.9

11.2
11.4
11.7
11.8
12.0
12.1
12.2
12.3
12.4
12.5
12.5
• • •
• • •
• • •
...

...
...
...
...
NH,
8.80
8.85
9.05
9.40
9.75

10.06
10.43
10.77
• • •
...
• • •
• • •
* • •
• * •
• * •
...
• • •
• • •
• ••
...
• • •
• • •
• • •
• • *
...
HO
6.92
6.%
7.01
7.05
7.10

7.15
7.19
7.24
7.29
7.33
7.38
7.43
7.47
7.52
7.57
7.61
* * •
• • •
...
...
• it
• ••
..*
...
"••
NO
7.1
7.2
7.2
7.3
7.3

7.4
7.5
7.6
7.7
7.7
7.8
7.8
7.9
8.0
8.0
8.1
...
...
...
...
• •*
• ..
• .*
• *•
• ••
AIR
6.94
6.97
7.01
7.07
7.15

7.23
7.31
7.39
7.48
7.55
7.62
7.69
7.75
7.81
7.86
7.92
7.%
8.01
8.05
8.09
8.13
8.16
8.19
8.22
8.26
                     Figure 2-5. Mean anolal heat capacities of gases above 0°F*.
•Williams, E. T. and Johnson, R. C. 1958. Stoichiometry for Chemical Engineers New York: McGraw-Hill
Book Company, p. 321.

-------
   140,000


   120,000


f 100,000

Tt
"  80,000
£
 •
2  60,000

I
£  40,000
•

     3,000
     2,400
T   1.800
|    1,200
       600
                              Heavy fuel oil 14° API
                                 152,000 Btu/gal
                 Light fuel oil 36.5° API
                     138,000 Btu/gal
                            Commercial butane
                              3210 Btu/cu ft
                Commercial propane
                   2558 Btu/cu ft
                    Natural gas
                  1059 Btu/cu ft
                 I
                                          I
                                                        I
I
         300
                                                           2700
                             900         1500         2100

                                Flue gas exit temperature °F

              Figure 2<6. Available beats for some typical fuels (referred to 60°F).


Source: North American Manufacturing. 1978. "North American Combustion Handbook" 2nd
edition. Cleveland, Ohio.
                                  16-10

-------
             Problem  Set  3
                    Absorption
          Problem 3-1. Equilibrium Diagram

Problem Statement
The following data are from McCabe, W. L., and Smith, J. C., 1956, "Unit
Operations of Chemical Engineering." McGraw Hill Book Co., NY., NY.
Page 496.
Weigh! of SO, per
100 weights of H,O
0.5
1.0
1.5
2.0
2.5
3.0
3.5
4.0
Partial pressure
SO,, mm Hg
of
45
87
137
182
225
273
340
376
The data are given at 30°C and 1 atm.

Questions

   1.  Plot the equilibrium curve for this SOj-air-water system on the following
     graph paper.
   2.  Does Henry's Law apply?
                           17-1

-------

I   	

_j	

                                               	.	  i

                                              	I	

                                                                         \  -

                                    17-3

-------
     Problem 3-2. Packed Tower for H2S Removal

Problem Statement

The Blackgold Refinery has submitted plans for an H2S scrubber. Hydrogen
sulfide is to be removed from a waste air discharge by scrubbing with a
triethanolamine-water solution in a packed tower at atmospheric pressure.
Specifications indicate that the gas flow rate is  10,000 acfm at 70°F and contains
15,000 ppm H2S. The inlet liquid is to be solute free. They must reduce the H2S
to 500 ppm (250 on SO2 basis).
  The pilot plant data indicate that Henry's Law applies (m = 2.0) and the
Hoc =1.94 ft.
  The company proposes to install a 5-ft diameter, 10-ft high packed tower.

Questions

   1. What is the minimum L/C (gal/1000 cfm) that you would approve?
   2. If they operate at 80.65 Ib moles of scrubbing liquid per minute, is their
     tower adequate?
                                 17-5

-------
          Problem 3-3.  SO, Absorption  by  Water

Problem Statement

An exhaust stream of 3000 acfm is known to contain 3% SO, by volume. The
plans must reduce the SO* content by 90% and plans to do this by scrubbing
with water.
  Assume the following:
  • Henry's Law constant = 42.7 mole fraction SO» in gas/mole fraction SO2
    in liq (from Problem 3-1)
    Cf=62.41b/ft3
    C, = 0.0732 lb/ft3
    packing is 2-inch Intalox saddle
    refer to Figures 3-1 and 3-4 on pages 17-15 and 17-18, respectively
    temperature 30°C

Questions

   1.  Draw the material balance.
   2.  What is the liquid requirement in gal/min at 1.5 times the minimum L/C
      ratio?
   3.  What is the column diameter at 15% of flooding?
   4.  Determine the number of transfer units.
   5.  Based on an Hoc of 2.72  ft, what is the total height of the tower?
                                 17-6

-------
Solution to Problem 3-3
Part 1—Material Balance
    NOTE: Y = mole
    fraction for the
    gas. Since we are
    starting with pure
    water and no
    recycle Xs = 0
                             L-?
                                                           Y,-.003
                                       \
                                      X,-?
                               Y.-.03

                      Exhaust gas flow rate - 3000 acfm
Part 2—Determining Liquid Requirement
                       We can compute U, minimum two ways
                          1. graphically by plotting the inlet and outlet
                            concentrations on an equilibrium diagram from
                            Problem 3-1, or
                       "   2. by using Henry's Law and the equation for a
                            straight operating line as follows:
     NOTE: that we
     are only con-
     cerned with the
     very dilute end of
     our equilibrium
     diagram from
     from Problem 3-1
                       A. Using Henry's Law
we know at bottom of tower Yi and X, are in
equilibrium

,42 ? mole fraction SO, in gas       exajnplc)
       mole fraction SO2 m liq
Y.-X,//
X.-Y,///
                          X, = (.03)742.7 = .000703
                                                  moles of
                                                   mole HjO
                                   17-7

-------
                   B.  Minimum U,/Gm ratio— now we want to compute
                      the slope of this line, this will give us the minimum
                      U./G*.
                                        .03-. 003
                      U/0,-38.4
            Y.-Y,  	
            X, - X2   .000703-0

               Ib mole water
                                   Ib mole air
                  C. Operating L^/Gm ratio—absorbers are operated at
                     some liquid rate above the minimum—since at the
                     min. we hit the equilibrium line and absorption
                     stops.
                     Typical situation would be at 1.5 times minimum.
                     Therefore,
                         (U,/GW) operating = 1.5 (U./G,,) minimum.
                         (U/GJ op = (1.5)(38.4) = 57.6
NOTE:
        398 cf
       Ib mole
is a conversion
factor corrected
for temp.
D. Operating liquid requirement
   our gas flow into absorber is:
                                  Ib mole air
                                     min
                      our liquid required is:

                        (U./GJ operating = 57.6
     u./n.6JbjnoleHjOW7iJ4
          \     Ib mole air / \
                         Ib mole HaO
                          Ib mole air
                               Ib mole air
                                                        mm
  U,-434.3 Ib moles HjO/min
in gallons per minute that is:

                  Ib mole
                        gal/min - 434.3
                                         min
                             / 1» »b  \( ga
                             \lb mole/V8.34
                                                           gal
                                        Ib
                        gal/min =937.34
                        liquid requirement = 937.34 gal/min.
                               17-8

-------
Part 3—Column Diameter Determination
   NOTE: density
   from Perry's
   Handbook
A. Given information:
       434.3  lbmoleH'°  C£=62.41b/ft'
                        G.-7.54
                 nun

            Ib mole air
               min
.07321b/ft3
                     B.  Convert Ib moles to Ib
                           7.54   Ib mole air  ( J9jb\  218.7 Ib/min
                                    nun    Mb mole/
   L-434.3
                mm
                                             Vlb mole
                                                       7817.4 Ib/min
                     C. Compute the abscissa
                        (L/G)/i.r-<^«r=i.225
                     D. Use Figure 3-4 from the 415 Student Workbook
                        and read the ordinate from the flood line

                        e (ordinate)-.019
                     E. Gas flow rate at flooding conditions from graph

                         G"F*"" =ordina,c=e
                        for water <£ = 1 .0 and p = .8 centipoise
                        if we use 2 inch ceramic Intalox saddles
                        F=40, from Fig 3-1 415 Student Workbook

                         G'*(40)Q.O)(.8)01
                        (.0732)(62.4)(32.2)

                        G' = .271b/ft'sec
                                          019
                     F. Gas flow at operating conditions
                        assume we operate at 75 Vo of flooding conditions
                        G operating = (f)(G/,w^)
                                                  Ib
                        G operating = (.75)(.27) = .20
                                                ft2 sec
                                 17-9

-------
                      G. Cross sectional area of column
                               mass flow rate (Ibs/sec)
                         A =
                             operating flow rate Ibs/sec ft2
                                             min
                  / mm  \
               lin) \60sec)
                         A= (218.7 Ibs/min) \60sec,
                                   .20 Ib/sec ft2
                         A =18.23 ft2
                      H. Column diameter

                         d,
    /4A\  *
    \»/
                         d, = 1.13 (18.23 ft2)* =4.8 ft
                         .*. need a 5-ft diameter tower
                         Column diameter = 5 ft
Part 4—Number of Transfer Units
A. From previous sections
   v  A         ,- -  mole fraction SO2 in air
 „  Xa^O     m = 42.7 - — - - : - — — : — — -
                       mole fraction SO3 m hq
              Lm - 434.4 Ib mole H,O/min
                  7 .54 Ib  mole air /min
Y,
Ya
                              .03
                              .003
                      B. Computing NOG
                                 [•/Y.-mX,
                         VT  _«_L\Yi-mXj
                                             mG,
                                              U
                          mO.
                           U.
        (42.7)(7.54)
           434.4
        f .03-0
                                   .003-0
                                        (1-.740 +
                           .74ll
                                         1-.741
  NOTE: can use
  Colburn diagram
  to get same solution
                                  17-10

-------
C. Total height of packed section
   given Hoc « 2.72 ft from pilot studies of
   air-SO2-water system
   Z - Noc x HOG - (4.65)(2.72)
   Z= 12.65 ft of packing
D. Graphic solution:
            17-11

-------
                Problem 3-4. SO, Absorption
                 by Dilute Alkaline Solution

Problem Statement

Assume the conditions from Problem 3-3 (i.e., a 3000 acfm air stream containing
3% SO,), but this time reduce the sulfur content by 90% by absorbing with a
dilute sodium hydroxide solution. (NOTE: This is a very rapid reaction.)

Questions

NOTE: Use any additional information supplied or derived from Problem 3-3.
   1. What would be the number of transfer units needed to accomplish this?
   2. From pilot plant studies we know the new operating L/C ratio is 5.0
     gal/1000 cf. What diameter tower is needed if the company operates at
     15% of flooding?
                                17-12

-------
                Problem 3-5. Permit Review
                    of Ammonia Absorber

Problem Statement

Pollution Unlimited, Inc. has submitted plans for a packed ammonia scrubber on
a 1575 cfm air stream containing 2
-------
                   Problem 3-6. Spray Tower

Problem Statement

A steel pickling operation emits HC1 fumes (hydrochloric acid) of 300 ppm
average with peak values of 400 ppm 15Vo of the time. The air flow is a constant
10,000 cfm at 75°F and 1 atm pressure. Regulations limit emissions to no more
than 50 ppm HC1 at any time. Only sketchy information was submitted with the
scrubber permit application. The plans show a 14-foot tall, 9-foot diameter
counter-current water spray tower.
  Assume the following:
  • Gas velocity  through the tower is not to exceed 3 ft/sec.
  • For HC1, Henry's Law does not apply because HC1 is  very soluble.
  • In a  spray tower, the number of transfer units (Noe) for the first or top
    spray will be about 0.7. Each lower spray will have only about 60% of the
    (Noc) of the  spray above it. This is due to the mixing of liquids with that
    from upper sprays and to the back mixing of liquids and gases. The final
    spray, if placed in the  inlet duct, adds no height and has an Noc of  .5.
  • The spray sections of a tower are normally spaced at three foot intervals.

Questions

Is the spray unit  satisfactory? You will need to determine:
   1. actual velocity through tower
   2. Noc needed
   3. number of spray sections to meet NOG
   4. height of required tower
   5. whether or not the spray unit is satisfactory
                                   17-14

-------
Picking
Raschig rings
(ceramic and
porcelain)
Raschig rings
(steel)
Berl saddles
(ceramic and
porcelain)
Intralox saddles
(ceramic)
Pall rings
(plastic)
Size
'/i
i
V/i
2
3
'/i x 1/32
1 x 1/32
2x1/16
!/4
'/i
1
2
>/«
!4
1
2
5/8
1
2
Weight
Ib/ft3
52
44
42
38
34
77
40
38
55
54
48
38
54
45
44
42
7
5.5
4.5
Surface
area, a
(ftVff
packing
volume)
114
58
36
28
19
128
63
31
274
155
79
32
300
190
78
36
104
63
31
Percent
void
fraction
65
70
72
75
77
84
92
92
63
64
68
75
75
78
77
79
87
90
92
Picking
factor
(F)
580
155
95
65
37
300
115
57
900
240
110
45
725
200
98
40
97
52
25
Figure 3*1. Packing data.
        17-15

-------
        4.0

        3.6


        3.2

        2.8


        2.4


     }>••
     *-:
     =  1.6


        1.2


        0.8


        0.4

          0
                  O—IVz" Raschig rings
                    —1" Tellerettes
                           flow Ib/hr-ft'
I
I
                           1500
            2000
                        500           1000

                              Liquid rate Ib/hr-ft2

                  Figure 3-2. Ammonia*water absorption system.
Source: Perry, J. H. 1973. Chemical Engineers Handbook, 5th ed. NY.. NY. McGraw Hill.
                                     17-16

-------
I
z
 I
j
                   5     10   20      SO   100   200


                               Y.-mX,

                               Y2 - mX3


                       Figure 3-3. Colburn chart.
500  1,000
                                17-17

-------
Q/
  0.5


  0.2


  0.1


 0.05


 0.02


 0.01

0.005


0.002
0.001
                    I      I
                                         I      I      T
         per
         of
             packing
      0.01  0.02    0.05   0.1   0.2     0.5    1     2

                                L
                                                                 10
                                  (Oft

                           (dimensiqnless)

     Figure 3-4. Generalized flooding and pressure drop correlation.
                                 17-18

-------
               Problem   Set  4


                       Adsorption



      Problem 4-1. Adsorption Working Capacity

Problem Statement

Assume the following data:
  • 10,000 cfm air stream at 77°F
  • atmospheric pressure
  • 2000 ppm toluene
  • 3000 ppm carbon tetrachloride
  • 95Vo removal objective
  • isotherms—Figures 4-1 and 4-4 on pages 18-8 and 18-9 respectively
  • MW carbon tetrachloride = 154
  • MW toluene = 92


Questions

   1.  How many pounds per hour of organics must be removed?
   2.  Assuming stream regeneration at 212°F, what is the working capacity?
   3.  Using vacuum regeneration, what is the working capacity?

NOTE: For rough estimates of working capacity, we can use the difference
between the saturation capacity (read from the isotherm) at adsorbing partial
pressure and the saturation capacity at regenerating partial pressure.
                                18-1

-------
              Problem 4-2. Sizing an Adsorber

Problem Statement

Assume the information given in Problem 4-1 and the following data:
  • Bulk density of carbon = 30 lb/ft3
  • 90 fpm velocity through bed
  • 16 hr/day operation
  • steam regeneration at 212°F
  • depth of bed cannot exceed 4 feet
  • need 3031 Ibs of carbon to remove 939 Ibs of solvent per hour

Questions

   1.  What is the appropriate cycle time (based on bed depth limitation)?
   2.  What is the volume of carbon needed?
   3.  What is the bed diameter?
   4.  What is the bed depth?
                                 18-?

-------
      Problem 4-3. Benzene  Adsorber Plan  Review

Problem Statement

A solvent recovery system was designed to recover benzene from an air stream.
The company has plans to increase production, which would result in a 75%
increase in benzene that must be controlled. You are given the following  data on
the present system:

                        Existing System—Ctrbon I
    Carbon density is 23 lbs/fts
    Carbon size is 4 x 6 mesh
    Gas velocity is 100 fpm
    Bed area is  120 ft2
    Bed depth is 24 inches
    Concentration of benzene is 1316 ppm
    Temperature is 26°C
    Carbon charge is 5200 Ibs
    Working capacity is 36 Ibs benzene/100 Ibs carbon
    Residual capacity is 2.2%
    Cycle time is 10 hrs adsorbing, 2 hrs steaming and drying
    Vapor pressure of benzene at 26°C is 100 mm Hg
    MTZ is 2 inches
    MW is 78.11
  Refer to Figure 4-2 on page 18-8, Adsorption isotherm for benzene (use
the line for .Carbon I).

Questions

   1.  What is the new saturation capacity?
   2.  What is the new breakthrough capacity?
   3.  What is the new working capacity?
   4.  What is the cycle time?
   5.  Can the present system handle the increased benzene load?
                                  18-3

-------
                Problem 4-4. Adsorption Plan
                 Review—Gasoline Marketing

Problem Statement

A bulk terminal that transfers gasoline to service stations has submitted plans to
install a carbon adsorption unit to control emissions from the filling of their tank
trucks. You are given the following information:
  • Average daily throughput is 120,000 gal/day of gasoline
  • Maximum pumping rate is 2000 gal/min
  • Air flow to adsorber is 350 cfm
  • Diameter of adsorber is 4 ft
  • Height of carbon is 3 ft
  • 2 beds, regeneration cycle time of Vi  hour for each bed
  • Emission factor is 5 lbs/1000 gal loaded
  • Emission limit is .67 lbs/1000 gal loaded
  • MW of gasoline is 68 Ib/lb mole

  • Ideal gas constant, R = .732  *tm/*'
                             Ib mole °R
  • T is 70°F
  • Carbon density is 30 lb/ft3
  • Vacuum regeneration
  Refer to Figure 4-3 on page 18-9, Adsorption isotherm for gasoline vapors
NOTE: Rules of Thumb
   1. Velocity through adsorber should be between 20-100 fpm
   2. Working charge of carbon may be estimated by doubling the amount of
      carbon at saturation capacity. (Remember, the saturation capacity is the
      ideal amount of solvent the carbon can hold and is read from the adsorp-
      tion isotherm.)

Questions

   1. What is the velocity through the adsorber?
   2. How much carbon is required?
   3. What is the bed depth?
   4. Will the unit be in compliance?
                                  18-4

-------
      Problem 4-5. Rotogravure Printing Adsorber

Problem Statement

A printing company must reduce the amount of toluene they emit from their
Rotograve printing operation. The company comes in with some preliminary
information on installing a carbon adsorption system. You are given the fol-
lowing information:
    Air flow is 20,000 cfm
    They operate at 25% of LEL for toluene in the exit air
    LEL for toluene is 1.2%
    Toluene MW is 92.1 Ib/lb mole
    Carbon density is 30 lb/ft3
    Working charge is 30%  of saturation capacity
    Regeneration is just  under 1 hour
    Temperature is 77 °F
    Maximum velocity through adsorber is 100 fpm
  Refer to Figure 4-4 on page 18-9, Adsorption isotherm  for toluene.

Questions

Determine the minimum size of adsorber that you would  approve:
   1. Diameter of the adsorber:	
   2. Square feet of carbon face area:
   3. Depth of bed:	
                                  18-5

-------
Solution to Problem 4-5
(NOTE: all  amounts are based on 1 hour because desorption takes only 1 hour)
 NOTE: can point
 out again that
 saturation capacity
 is idea] amount.
A. amount of carbon needed
   1st calculate amount of toluene emitted per hour
   (20,000 cfm)(25%)(1.2%)=*60 cfm of toluene
                mole\/492°R    92.1 lb
    /,n scf \  /                w    .      w
    \  mSr \359~s7f A53TR
                                                                /60 min\
                                                                \~hT"]
                           8461b/hr
                         in order to compute saturation capacity from Figure 4-4
                         on page 18-9, we need partial pressure of toluene
                         saturation capacity = 38% from Figure 4-4
                         working capacity is 30% of saturation
                                                     "•*»» toluene
         (38%)(30%) =
                                                  or
                                100 lb carbon
    amount of carbon needed for 1 hour cycle
    /846 lb tolueneV 100 lb carbon \, j
    \     hr     All.41btolueneA
    = 7,421 Ibs carbon/hr
    Amount of carbon = 7,421 lb
                      B.  volume occupied by the carbon

                         (7,421 Ibs carbon)(-?^-) = 247 ft3
                                         >30 lb'
C. cross-sectional area of bed
    20,000 (S-lf-     =200
          \m
                                      i
                                      100ft
                         based on 100 fpm limiting
                      NOTE: this requirement could be met by a horizontal
                      flow bed 10 ft wide and 20 ft long.
                                 18-6

-------
                    D. depth of carbon bed
                       __ volume of carbon _ 247 ft3
                           cross sectional area   200 ft2

                       Depth of carbon bed-1.24 ft
1.24ft
Note that these calculations are based on minimum acceptable design condi-
tions using only two beds. In practical situation may opt for three bed
systems each handling only 10,000 cfm. This will decrease the diameter (cost)
of each individual unit and allow for more carbon length to ensure against
breakthrough.
                                  18-7

-------
0.0001
                            0001
                                             0.01
                                     Partial pressure, psia
                   Figure 4-1. Adsorption isotherm  for carbon tetrachloride.
         f
         r
           .
          *
         \
100
                   26° C
              10
               1
               0.1
Carbon J_
                                1
                                  Percent relative saturation
                          Figure 4-2. Adsorption isotherm for benzene.
                                                                                        K)
                                                         18-8

-------
 100
  10
0,1
  0.001
                              0.01                         o.l
                                                  Psniil pressure, psia
                                    Figure 4-3. Adsorption isotherm for (tioline vapors.
                              10
0.0001
                             0.001
                                                          0.01
                                                  Pmrtitl pressure, psii
                                        Figure 4-4. Adsorption Isotherm for toluene.
0.1
                                                        18-9

-------
               Problem  Set  5


                     Condensation



            Problem 5-1. Contact Condenser

Problem Statement

In an oil refinery, a stream of light hydrocarbons is to be condensed by a direct
contact condenser as shown in Figure 5-1. The light hydrocarbon stream is
essentially benzene. From Perry's Chemical Engineering Handbook you found
that for benzene: the boiling point is 175°F, the latent heat of vaporization (Hv)
is 160 Btu/lb, and the specific heat (C,) is 0.45 Btu/lb°F. Water is used as the
coolant at 60°F and C,= 1.0.

Questions

   1. For a benzene mass  flow rate (m) of 10,000 Ibs/hr, how much coolant (W)
     is required if condensate temperature (T<) can be no higher than 100°F.
   2. How much benzene  is lost in the water if the solubility of benzene at
     100°F is 0.05 lb/100 Ib of water.
                              19-1

-------
                         Water
    Vapor
Recoverable
  product
                                    7*7)'  ^ Noncondensibles
                              Waste water
               Figure 5-1. Contact condenser.
                           19-2

-------
Solution to Problem 5-1
  Note: there are
  8.34 Ib/gal HaO
                      A. To calculate amount of water must set up a heat
                         balance
                                          IN - OUT
                         .   .     .   .    heat required
                         heat required       coo,           heat     lied
                         to condense +    	,_    *   u	i;__
                            vapors
                                  by water
                  to outlet
                temperature

m x Hv+m x C, x (Tw - Te)« WC,(T« - Tw)
 10,000 Ib  w 160 Btu ^ 10,000 Ib „ .45 Btu
                            hr
              Ib
                         hr
                       Btu
lb°F
x (175-100°F)«Wxl.0^(100-60)
                         160 xlCTBtu/hr-i-33.8 xlO4
                                                  Btu
                                    40 Btu
                                                   hr          Ib
                         W = 48,450 lb/hr-97 gal/min

                         Amount of coolant required*97 gal/min
                      B. Benzene lost in water

                         benzene _ .05 Ib benzene  48,450 Ib water
                           lost  " 100 Ib water         hr

                         Benzene lost in cooling water - 24 Ib/hr
                                        >241b/hr
                                  19-3

-------
              Problem 5-2. Surface Condenser

Problem Statement
The surface condenser shown below is used to condense the hydrocarbon vapors
for the same conditions as in Problem 5-1.
                 V«por
                                                                 Pore water
                                                                   100°F
                           Pure condensate

                      Figure 5-2. Surface condenser.


  The overall heat transfer coefficient (U) from Perry's Chemical Engineering
Handbook is 110 Btu/hr/ft3.
                 °F

Question

What is the surface area of the tubes  required for the surface condenser?
                                  19-4

-------
Solution to Problem 5-2
Note: °F is a
temperature
measurement
F° is a temperature
difference
                      To calculate surface area of tubes, use equation
                      A. Must first calculate the mean temperature change
                        175°F
                        60°F
                                                                i30er

                                                                100°F
       (175-60)-(130-100)
          fn(175-*°\
            \i3o-ioo;
AT.
      (115)-(30)
                                 tn
           115
           30
62.2 F°
                      B. The heat required is

                         q = heat required to + heat required to
                            condense vapors        subcool
q=rhH.+mC,(Tc,-Tca)

q- flO,000 *Wl<9Btu
   \      hr/ \   hr
                                                  , 0,000
                                                         hr
                         q * 160 x 104 Btu/hr + 20.25 x 104 Btu/hr
                         q* 180.25 x 10* Btu/hr
                                  19-5

-------
C. Surface area

   A_  Q
       UAT.,

   A=   180.25 xlO4 Btu/hr
       /110Btu/hr/ft2\ (62 2
                            = 263 ft2
Surface area of the condenser tubes = 263 ft2
          19-6

-------
              Appendix  A
              Common  SI  units
Qttithy (1)
length
area
volume
speed or velocity
acceleration
rotational frequency
mass (5)
density
force
movement of force (6)
pressure (or vacuum)
stress
viscosity (dynamic)
viscosity (kinematic)
energy, work, or
quantity of heat
power, or heat flow
rate
temperature, or tem-
perature interval
aOBM COBUBOB ••ItS
kilometer
meter
centimeter
millimeter
micrometer
aquare kilometer
square hectometer
square meter
square centimeter
square millimeter
cubic meter
cubic decimeter
cubic centimeter
meter per second
kilometer per hour (4)
meter per second squared
revolution per second
revolution per minute (4)
megagram
kilogram
gram
milligram
kilogram per cubic meter
kilonewton
Dcwton
newton meter
kilopascal
megapascal
niillip4ttCft] second (7)

square millimeter per
second (8)
joule (9)
kilowatt hour (10)
kilowatt
watt
kdvin
degree Celsius (11)
Symbol
km
m
cm
nun
km'
hm'
m'
cm'
nun*
m'
dm'
cm'
m/s
km/h
m/s*
r/s
r/min
Mg
kg
g
mg
kg/m'
kN
N
N.m
kPi
MPa
mPa*s
mm'/s
J
kW.h
kW
W
K
•c
•LQvnrvtBt Synbol

hectare (2) ha
liter (3) L
milliliter (3) mL



metric ton t
gram per liter g/L






kilowanhour kWh


                                                      NOTES
                                                       (1) Any measurable prop-
                                                      eny (such as length, area,
                                                      temperature) is called a
                                                      quantity. Listed in same
                                                      sequence as ISO 1000 and
                                                      ISO 31, except plane
                                                      angle.
                                                       (2) For land or water area
                                                      only.
                                                       (3) To be used only for
                                                      fluids (both gases and
                                                      liquids), and for dry ingre-
                                                      dients in recipes, or for
                                                      volumetric capacities. Do
                                                      not use any prefix with
                                                      liter except milti.
                                                       (4) The symbols for
                                                      minute, hour, and day are
                                                      min, h, and d,
                                                      respectively.
                                                       (5) Commonly called
                                                      weight,
                                                       (6) Torque or bending
                                                      movement.
                                                       (7) 1 mPa>s«l cP(cen-
                                                      tipoise, which is obsolete).
                                                       (g) 1 mm'/s -lcSt(cen-
                                                      tistokes, which is
                                                      obsolete).
                                                       (9) The unit-multiples
                                                      kitojoule (kJ) and mega-
                                                      joule (MJ) are also com-
                                                      monly used.
                                                      (10) To be abandoned
                                                      eventually. 1 kW.h-3.6
                                                      MJ.
                                                      (11) The degree mark * is
                                                      always used in *C to avoid
                                                      confusion with coulomb
                                                      (Q, but never with K for
                                                      kdvin.
Source: The American National Metric Council, Metric Editorial Guide, 3rd ed., January 1978.
                               20-1

-------
              Appendix  B
             Conversion Factors
Length
1 inch = 2.54 cm
1 m = 3.048 ft
1 ft =.305m

Mass
1 lb = 453.6g
1 Ib « 7000 grains
1 kg = 2.21b

Pressure
1 atm=.101, 325 Pa
     - 760 mm Hg (O'C)
     >=14.7 psia

Force
1 N-l kgm/s2
1 N = 0.225 lb,

Energy
1 cal = 4.184 J
1 J = 9.48xlO-4Btu
1 Btu = 252.2 cal

Kinematic viscosity
1 mVS = 10* stokes
1 mVS = 3.875 104 ftVhr

Power
1 W=l J/S
1 W = 3.414 Btu/hr
1 W = 1.341xlO-3hp
1 hp = 33,479 Btu/hr
Area
1 m* = 10.764 ft2
1 cm2 = .155 in2
1 m2= 1.196 yd2

Volume
1 m3 = 35.31 ft3
1 cm3 = 0.061 in3
1 ms = 264gal(US)
1 ft3-28.317 L

1 barrel (oil) = 42 gal
1 ft3 = 7.48 gal

Density
1 kg/m3 = .06241b/ft3

Dynamic  viscosity
1 Pa s(Nm/s)= 1000 cemipoise
1 cp = .000672 Ib/fts

Volume flow
1 m3/s = 35.3ft3/s
1 m'/min = 35.3 ftVmin
1 scfm = 1.7 mVh
1 gpm = 0.227 mVh

Velocity
1 m/s = 3.28ft/s
1 m/s= 196.85 ft/min
1 mi/hr = 0.447 m/s

Geometry
area of circle -rr2
circumference of circle=2 rr
surface area of sphere = 4 rr2
volume of sphere = 4/3 xr3
                          21-1

-------
                 Appendix  C
     Constants  and Useful Information
Gas constants
  R = 0.0821 atm liter/g mol K
   = 83.14x 10* g cmVs2 g mol K
   = 8.314Nm/gmol K
   = 0.7302 atm ftVlb mol °R
    1.987 g cal/g mol K or Btu/lb mol *R
Acceleration of gravity
  g = 32.17 ft/sa = 980.7 cm/s1
Newton's conversion constant
  gc=32.17 (Ib mass)(ft)/(lb force)(s2)
1 Ib mol = 359 ft3 of ideal gas at STP (32°F and 14.7 psia)
1 g mol = 22.4 L of ideal gas at STP (0°C and 760 mm Hg)
C, for water* 1  Btu/lb°R- 1 cal/g °C (at 20°C and 1 atm)
C, for air* .26 Btu/lb°R* .26 cal/g °C
viscosity of water 0*) = 1 cp = 0.01 g/cms (at 20°C and 1 atm)
density of air = 1.29 kg/m3 = 7.49 x l
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                                   TECHNICAL REPORT DATA
                            (Please read Imamcrions on the-revene before completing!
        NO
  EPA 450/2-81-006
                                                           3. RECIPIENT'S ACCESSION NO.
4 TITLE AND SUBTITLE
  APTI Course 415
  Control of Gaseous  Emissions
  Student Workbook
                                   6. REPORT DATE
                                        June 1981
                                   6. PERFORMING ORGANIZATION CODE
7 AUTMOR(S)
     G.T. Joseph,  D.S,
                                                           8. PERFORMING ORGANIZATION REPORT NO,
Beachler
9 PERFORMING OR'ANIZATION NAME AND ADDRESS
     Northrop Services,  Inc.
     P.O. Box 12313
     Research Triangle Park, NC  27709
                                   10. PROGRAM ELEMENT NO.

                                       B18A2C
                                   11. CONTRACT/GRANT NO.
                                         68-02-2374
12, SPONSORING AGENCY NAME AND ADDRESS
     U.S. Environmental Protection Agency
     Manpower and  Technical Information  Branch
     Air Pollution  Training Institute
     Research Triangle Park, NC  27711	
                                   13. TYPE OF REPORT AND PERIOD COVERED
                                         Student Workbook
                                   14. SPONSORING AGENCY CODE

                                         EPA-OANR-OAQPS
15. SUPPLEMENTARY NOTES
  Project Officer  for  this publication  is  R.E.  Townsend, MD-17,  EPA-ERC, RTP, NC
       This Workbook is designed for  student use in APTI Course 415,
  "Control of Gaseous Emissions."  Its  chapters correspond  to  each of the
  14 lessons and  5  problem sets in the  course.  Each chapter contains lesson
  goals and objectives, references, and printed versions of selected course
  slides.

       The Workbook is intended for use in conjunction with the Instructor's
  Guide (EPA 450/2-81-004) and Student  Manual (EPA 450/2-81-005) for APTI
  Course 415.
7.
                               KEY WORDS AND DOCUMENT ANALYSIS
                 DESCRIPTORS
                      6.IDENTIFIERS/OPEN ENDED TERMS  C. COSATI Field/Group
  Air Pollution  Training
  Control of Gaseous Emissions
                        Training Course
                        Student Workbook
                                13B
                                 51
                                68A
a. DISTR,BUT,ON STATEMENT  r^i^ited.   Available
  from National  Technical Information Servi
  5285 Port Royal  Rd.,  Springfield,  VA
                      19. SECURITY CLASS (ThisReport)
                            unclassified
                           21. NO. OF PAGES
                                 150
20 SECURITY CLASS
      unclassified
                                                 22. PRICE
  Perm 2220-1 (»-7J)
                                          22-2

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