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    This article was downloaded by: [University of Nottingham]On: 29 April 2014, At: 06:59Publisher: Taylor & FrancisInforma Ltd Registered in England and Wales Registered Number: 1072954 Registered office: MortimerHouse, 37-41 Mortimer Street, London W1T 3JH, UK

    JAPCAPublication details, including instructions for authors and subscription information:

    http://www.tandfonline.com/loi/uawm17

    Sizing and Costing of Electrostatic PrecipitatorsJames H. Turner

    a, Phil A. Lawless

    a, Toshiaki Yamamoto

    a, David W. Coy

    a, Gary P.

    Greinerb, John D. McKenna

    b& William M. Vatavuk

    c

    aResearch Triangle Institute , Research Triangle Park , North Carolina , USA

    bETS, Inc. , Roanoke , Virginia , USA

    cU.S. Environmental Protection Agency , Research Triangle Park , North Corolina ,

    USA

    Published online: 08 Mar 2012.

    To cite this article:James H. Turner , Phil A. Lawless , Toshiaki Yamamoto , David W. Coy , Gary P. Greiner , John D.McKenna & William M. Vatavuk (1988) Sizing and Costing of Electrostatic Precipitators, JAPCA, 38:5, 715-726, DOI:

    10.1080/08940630.1988.10466413

    To link to this article: http://dx.doi.org/10.1080/08940630.1988.10466413

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    Sizing and Costing

    of

    Electrostatic Precipitators

    Part II: Costing Considerations

    JamesH.Turner, PhilA.Lawless, Toshiaki Yam amoto,andDavidW. Coy

    Research Triangle Institute

    Research Triangle Park, North Carolina

    GaryP.Greiner and JohnD.McKenna

    ETS,

    Inc.

    Roanoke, Virginia

    William

    M.

    Vatavuk

    U.S. Environmental Protection Agency

    Research Triangle Park, North Carolina

    This is the

    second

    of a two-part

    article

    that reviews

    electrostatic

    precipitation

    theory,

    presents size

    estimating

    methods, and gives

    costing

    procedures fora variety of

    electrostatic

    precipitator(ESP) types and sizes.

    Part I of the article, which

    appeared

    in the April

    1988 issue

    o/JAPCA,

    discussed

    theory and

    sizing;this

    part presents

    costing.

    Information is given

    for estimating total

    capital

    investment including

    separate costs

    for the bare

    ESP (five

    types)

    and auxiliaries.

    Factors

    a re given for

    installation

    and for

    indirect costs. Direct and indirect annualcostsarediscussed.An example

    problem

    is given.

    Par tI

    1

    of this article gaveabriefde-

    scriptionof electrostatic precipitation

    theory, simple methods

    of

    sizing,

    and

    descriptions

    of

    electrostatic precipita-

    tor (ESP) typesandoperation. Pa rtII

    discusses costing, presents cost infor-

    mation,

    and

    gives

    an

    example problem

    tha t estimatessize,total capital invest-

    ment, and annual costs for an ESP.

    Th e material in this article is taken p ri-

    marily from

    the E.A.B. Control Cost

    Manual.

    2

    Estimating Total Capital Investment

    Total capital investment (TCI) in-

    cludes costsfor

    the ESP

    structure,the

    internals , rappers, power supply, auxil-

    iary equipment,and the usual direct

    and indirect costs associated with

    in-

    stalling

    or

    erecting

    new

    structures.

    These costs,

    in

    second-quarter

    1987

    dollars,

    are

    described

    in the

    following

    subsections.

    Equipment Cost

    ESP Costs. Five typesofESPsare

    considered: plate-wire, flat plate,wet,

    tubular,andtwo-stage. Basic costsfor

    the first four

    are

    taken from Figure

    1,

    which gives

    the

    flange-to-flan ge, field-

    erected price based

    on

    required plate

    area

    and a

    rigid electrode design. This

    plate area

    is

    calculated fromthesizing

    information given previously for the

    four types. Adjustments aremadefor

    standard options listed in Table I.

    Costs for two-stage precipitators are

    given

    in a

    later subsection.

    The costs

    are

    based

    on a

    number

    of

    actual quotes. Least squ ares lines have

    been fitted

    to the

    quotes,

    onefor

    sizes

    between 50,000 and1,000,000

    ft

    2

    ,

    an da

    second for sizes between 10,000and

    50,000ft

    2

    . An equa tion is given

    for

    each

    line. Extrapolation below 10,000 or

    above1,000,000ft

    2

    should not be used.

    The reader should

    not be

    surprised

    if

    quotes

    are

    obta ined th at differ from

    these curvesby asmuchas 25 per-

    cent. Significant savings can

    be had

    by

    soliciting m ultiple q uotes. All unitsin-

    cludethe ESPcasing, pyramida l

    hop-

    pers, rigid electrodesandinternalcol-

    lecting plates, transformer rectifier

    (TR) sets

    and

    microprocessor controls,

    rappers , and stub -supp orts (legs)

    for

    4-

    ft clearance below

    the

    hopper

    dis-

    charges.The lower curveis thebasic

    unit without the standard options.

    The

    upper curve includes all of the stan-

    dard op tions (see Tab le I) that are nor-

    mally utilized in a modern system.

    These options

    add

    approximately

    45

    percent

    to the

    basic cost

    of

    the flange-

    to-flange hardware. Insulation costs

    arefor3in.

    of

    field-installed glass fiber

    encasedin ametal skin

    and

    appliedon

    the outside

    of

    all areas

    in

    contact with

    the exhaust

    gas

    stream. Insulationfor

    ductwork,fancasings,

    and

    stacks mu st

    be calculated separately.

    Impact of Alternative Electrode De-

    signs. All three designsrigid elec-

    trode, weighted

    wire,

    and rigid frame

    can beemployedinmost applications.

    Any cost differential between designs

    will depend on the combination of ven-

    dor experience and site-specific factors

    that dictate equipment size factors.

    The rigid frame design will costup to

    25 percent moreif the mast or plate

    height is restricted

    to

    the

    same used

    in

    other designs. Several vendors can now

    Copyright 1988APCA

    May1988 Volume 38, No.5 715

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