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    EQUIPMENT & PIPING LAYOUT

    N.Todkar

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    It is very appropriate to say that the

    Equipment and Piping layout design is an ART andnot a SCIENCE. There is not a single formula

    available for the design of Equipment and Piping

    layout. The equipment layout design can be asrational as the mathematics of fluid flow but with

    the language of projective geometry. Mathematics

    is abstract; geometry is visual. All engineeringcourses have mathematics; few have the subject of

    projective geometry but none has layout design

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    However, systematic methods and procedures

    can be developed from engineering principles,

    specifications, practical engineering know-how,and just SIMPLE COMMON SENSE.

    During the planning stages, the Piping

    Engineer could meet with simple ideas that can

    effect substantial cost savings. Let us take apractical example to it.

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    Fig.1.1a

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    Fig. 1.1b

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    The design must take constructibility,

    economics, safety, quality and operation intoaccount. All these should be achieved within the

    shortest schedule and will demonstrate the

    technical capacity along with creative talent and

    common sense approach to problem solving.Although the tools to achieve these goals have

    changed from pencil and paper to computer

    graphics, the responsibilities of the Piping

    Engineer remains the same.

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    Design for Constructibility

    Ten Commandments:

    Keep It Straight and Simple

    Keep Its Structures Simple

    Keep Its Specification Simple

    Keep It Shop Standard Keep Its Standard Simple

    Keep It SameSize

    Keep It Square and Squatty

    Keep Its Support Simple

    Keep Its Schedule Sacred

    Keep Its Site Suitable

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    The mechanical design and development of the

    plant has three major steps viz.

    2.1 Equipment layout design2.2 Conceptual layout design

    2.3 Piping layout design

    The plant layout can be the biggest cost saver inchemical plant design next to the Process and

    Equipment design. Money wasted or saved can be

    substantial between alternate layouts. In addition to

    capital cost, the plant layout also influences theoperating and maintenance cost. These are long term

    benefits that affect profitability.

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    Incorrectly established plant layouts can have

    serious impact on safety and operability. If thelayout do not have enough room, the plant will be

    overcrowded, and unsafe and difficult to operate

    and maintain. On the other hand, an overly

    generous layout results in unnecessary highcapital investment.

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    UP

    UPROOM

    TERRACE

    DUCT

    OPEN SPACE

    LIFTUP

    UP

    6500

    6000650025003000

    3500 500011 2 3 4 5 6 7 8 9 10 11 12 13

    5000 5000 5000 5000 5000 5000 5000 4500 4500 2200

    FED

    C

    B

    A

    C-4101T-4116

    T-4104T-4107

    C-4203

    T-4211T-4121

    R-4126R-4109T-4122T-4125T-4123T-4124

    T-4114UPUP

    F-4211H-4211P-4008T-4216R-4206H-4212

    H-4212

    R-1402 C-4201T-4213R-4202R-4201UPUP LIFT

    SECOND MEZZ. FLOOR PLAN AT EL. 19.20.40M. N

    T-4104C-4102

    C-4103

    ECP/15

    ECP/15

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    Equipment layout is an extension of the

    conceptual layout in more detailed manner. In

    the same way as the P&I diagrams are thebasic documents of chemical engineering

    design, equipment layout is the basic

    document of mechanical engineering design.

    This is a composite mechanical engineeringdesign, coordinating the design information to

    produce construction drawings.

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    The essential data required for the

    preparation of an Equipment Layout is as

    follows:

    1. PROCESS FLOW DIAGRAMS (PFD)/

    PIPING AND INSTRUMENT

    DIAGRAMS (P &ID)

    2. PROJECT DESIGN DATA

    3. EQUIPMENT SIZES AND BUILINGS

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    TYPES OF LAYOUTS :

    Inline Layout

    Similar equipment grouping

    Functional equipment grouping

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    ARRGT-1 :: VERTICAL THERMOSYPHON REBOILER WITH FIXED TUBESHEETS

    VAPOUR RETURN CONNECTION

    BOTTOM TRAY OF COLUMN

    TOP TUBESHEETSUPPORT LUGSHELLSIDE INLET

    SUPPORT BRACKETSHELL BELLOWS EXPANSIONJOINT

    REBOILER SHELL

    LIQUID LEGSHELLSIDE OUTLET

    BOTTOM TUBESHEETdcc

    COLUMN

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    ARRGT-1 :: VERTICAL THERMOSYPHON REBOILER WITH FIXED TUBESHEETS

    BOTTOM TRAY OF COLUMN

    d cc

    COLUMN

    VAPOUR RETURN CONNECTION

    TOP TUBESHEET

    SUPPORT LUG

    SHELLSIDE INLET

    SUPPORT BRACKET

    REBOILER SHELL

    SHELLSIDE OUTLET

    BOTTOM TUBESHEET

    COLUMN SHELL

    BELLOWS EXPANSION JOINT

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    ARRGT-3 :: VERTICAL FIXED TUBERSHEET REBOILER WITH INDEPEDENTSUPPORT STRUCTURE.

    c

    COLUMN

    VAPOUR RETURN

    TOP HEAD

    REBOILER SUPPORTSTRUCTURE

    SUPPORT LUG

    LIQUID LEG

    BOTTAM HEAD

    SKIRT

    SPRING SUPPORT

    BELLOWS EXPANSION JOINT

    TOP TUBESHEET

    BOTTAM TUBESHEET

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    The following guidelines and cautions are helpful

    in improving the accuracy comparisons.

    i) Make comparison to as similar a

    plant as possible.ii) Use similar assumptions in

    analyzing both existing facilities and

    new design.

    iii) For outdoor installation, wherevolume has less relevance than in

    and enclosed structure, rely on the

    area comparison alone.

    iv) For tank farm, general guidelines

    dictated for fire safety reasons or

    statutory requirements govern.

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    EQUIPMENT LAYOUT DRAWING GUIDE LINES

    The following are the guidelines generally

    followed while making an Equipment layout

    drawing.

    a) Equipment layout shall be drawn in 1:50 or

    1:100 scale.

    b) A0 size drawing sheet should generally be used for

    equipment layout. If the area to be covered is small,A1 size can be used.

    c) Place north arrow at the top right hand corner of

    the sheet to indicate plant north.

    d) The area above title block to be kept free forgeneral notes and reference drawings.

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    e) All equipments are marked with its equipment no. as

    appearing in Equipment list & dimensions (diameter,

    height/length etc.)f) All equipments center line are located in

    plant building w.r.t. the column grid. For layout of outdoor plant /

    offsite facility, the equipment shall be located by co-ordinates.

    g) Conceptual layout, P & ID, vendor/fabricated equipment

    drawings are to be used as basic document for preparing equipmentlayout drawing.

    h) Walkways, cutouts, piperacks, floor drains, gutter, trenches,

    ramp etc. if applicable should be clearly marked in the drawing.

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    i) For in house plant layout, the location

    of staircases, lift & other utility areasshould be clearly shown.

    j) In equipment layout sectional drawing, for each

    equipment its top most or bottom most elevations should

    be marked. k) Orientation of equipment shall be clearly marked for all

    the equipments by orienting one of the major nozzles.

    l) In case of reactors / tanks, the location of manhole /

    handhole, SG/LG,LI etc. shall be at accessible position.

    m) Equipment lifting cutout shall be marked clearly in the

    drawing.

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    n) Equipment planned to be installed in future

    shall be shown dotted.o) For heat exchangers, tube removal /

    cleaning space shall be marked.

    p)While locating the pumps care shall be taken to ensure

    that the NPSH requirement is met.

    q) General notes are written on one of the drawings (first)

    and shall not be repeated on all layouts but reference

    shall be given.

    r) Direction of north shall be maintained same for all the

    plans for the same plant / project.

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    s) If more than one drawing is required to cover a

    specified area, then the match line shall be indicated clearlywith the reference drawings.

    t) One of the general notes should specify the

    absolute level of the area covered with respect to the plot.

    u) The equipment load, operating or test load

    whichever is maximum shall be considered for design and the

    layout should indicate this along with the dynamic factor

    wherever applicable. This could also be covered in table as

    well.

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    v) For reactors with agitators, lifting beam shall be

    provided for agitator removal.

    w) For vendor equipments maintenance

    space as recommended by them for

    maintenance shall be provided.

    x) Equipment layout shall also indicated the

    positions of utility stations, safety shower and eye wash.y) Equipment elevation shall be so arranged to

    ensure gravity flow where specified.

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    In terms of the equipment arrangement, the equipment

    layout (unit plot plan) can basically be divided into two

    configurations:

    a) The grade mounted horizontal

    arrangement as seen in the refineries

    and petrochemical plants, and

    b) The vertical arrangement found inmany chemical process industries.

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    Irrespective of the type of arrangement, there are certain

    basic principles to be followed while locating the equipment.

    Economic piping Process requirements

    Common Operation

    Underground facilities

    Climatic conditions

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    TYPICAL CROSS SECTION OF AN INDOOR

    PROCESS PLANT

    Fig. 2.2.6a

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    TYPICAL CROSS SECTION OF INDOOR CHEMICAL PLANT

    Fig. 2.2.6b

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    PHILOSOPHY OF IN-PLANT PIPING

    o

    o Value Location

    o Electrical/Instrument Cable Trays

    o Statuary requirements

    o Miscellaneous

    o

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    So, the first step in the development of pipe rack is the

    generation of a line routing diagram. A line routing

    diagram is a schematic representation of all process and utility

    piping systems drawn on a copy of plot plan or it could beplanometric representation of the utility and process line

    diagrams. Although it disregards the exact locations, elevations

    or interferences, it locates the most congested area.

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    The pipe rack splits the plant area into convenient parts.

    The pipe rack takes various shapes such as straight,L,T, and

    C orU. This configuration is based on the overall arrangement

    and site conditions. Based on the incoming/outgoing lines and

    locations, the pipe rack is laid.

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    Fig. 2.3.1

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    Fig. 2.3.2

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    Fig. 2.3.3

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    Fig. 2.3.4

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    Fig. 2.3.5

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    Fig. 2.3.6

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    Fig. 2.3.7

    The configuration of pipe rack is not determined while doing

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    g p p g

    the plant layout.

    The arrangement results from an overall plant layout, site

    conditions, client requirements and above all plant economy.

    The width of the pipe rack is estimated asW = (f x n x s) + A + B

    f = Safety factor

    = 1.5 if pipes are counted from the PFD

    = 1.2 if pipes are counted from P & ID.n=Number of lines in the densest area upto the size of 450NB

    s = 300mm (estimated average spacing)

    = 225mm (if lines are smaller than 250 NB)

    A = Additional width for

    (1) Lines larger than 450 NB(2) For instrument cable tray/duct

    (3) For electrical cable tray

    B = Future provision

    = 20% of (f x n x s) + A

    1 5 TO 2M

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    Fig. 2.3.8

    1.5 TO 2M

    TYPE 15 TO 6M 1TO 1.2M

    TYPE 2

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    5 TO 6M

    TYPE 3

    The Headroom normally provided is as below.

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    y p

    Sr. Description Headroom

    No. (mm)

    1. Clear head room under 2200

    Structures/pipe linesinside operating area.

    2. Head room over rail 7000

    (from top of rails)

    3. Clear headroom above 7000crest of road for crane

    movement.

    4. Clear headroom above 600

    crest of road for truck

    movement.5. Clear headroom above 4500

    crest of road between

    process units.

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    P & I diagram, equipment layout, piping

    specifications, equipment drawing and the vendor

    requirement for proprietary equipment form the basis of a

    piping layout. In areas where piping is critical, theequipment locations are fixed only after a pipingstudy is

    made.

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    Fig. 2.3.9a

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    Fig. 2.3.10

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    Fig. 2.3.11

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    Fig. 2.3.13

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    Fig. 2.3.14

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    Fig. 2.3.15

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    Fig. 2.3.16

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    Fig. 2.3.17

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    Fig. 2.3.18

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    Fig 2.3.19

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    Fig 2.3.20

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    Fig 2.3.21a

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    Fig 2.3.21b

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    Fig 2.3.22

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    2.3.5 PIPING FOR INSTRUMENTS

    Instruments,when located on piping ,will need certain

    specific requirement for it to perform the duty for which it is

    provided. Piping Engineer should be aware of there

    requirement and should take care of the same while routing

    these pipe line.

    a) Flow measurement instrument need certain straight lengthupstream and downstream of the instrument.This is normally

    15D on the upstream and 5D on the downstream.

    b) The pipe lines in which flow meters such as magneticflowmeters ,vortex meters ,turbinemeters etc are located should

    be routed in such a way that the line will be full with liquid all

    the time.The pipe line should be supported on both sides of

    meter.

    c) Control valves are located at grade at about 500mm height to

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    c) Control valves are located at grade, at about 500mm height to

    provide convenient access for operation and maintenance. Block

    and bypass valve also form the same criteria. The standard

    arrangements followed are as perFig 2.3.23. If pocketing theprocess line is unacceptable, then a permanent or mobile platform

    should be planned, as access is very important. Locating control

    values on the vertical line should be avoided.If is unavoidable; the

    should actuator should be supported properly.The bypass should

    be selected for easy operation.

    d) Isolation valves for level gauges and pressure gauges shall be

    made accessible. Access and space for the removal of level

    controllers temperature probes ,conductivity probes,bottom flagsof the control values etc shall be provided. All primary and

    secondary indicators of pressure, temperature, flow, level,

    positioners etc. should be visible from the operating area.

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    e) Rotameters shall be placed on vertical line and the inlet

    should be from the bottom of the instrument.

    f) Thermowell shall be located on the pipe line of required

    size.Instrument hook up shall be reffered for the requirement.

    g) Enough operating and maintance occur shall be considered

    while locating any instrument.

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    Fig. 2.3.23

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    Fig. 2.3.24

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    The requirement as per the following shall be

    adhered to

    a) The Factories Act 1948.

    b) The Petroleum Act 1934 & The Petroleum

    rules 1976.

    c) The Static and Mobile Pressure Vessels

    (unfired) Rules 1981.

    d) The Gas Cylinders Rules 1981.

    e) The Indian Boiler Regulations 1951.

    f) Development control rules by the State

    Industrial Development Corporation.

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    BFW

    TANK

    ECONOMISER

    BFW

    HP DOSING

    BFWLINE

    BOILER FEED

    WATER PUMP

    DOSING TANK

    DOSING PUMP

    PI

    MAINSTEAM

    MANIFOLD

    CONSUMER

    ST

    Y

    ST

    TO ATMOS.

    (TYP)

    LG LG LG LG

    BLOW DOWN

    DRAIN

    BLOW DOWN TANK

    NOTE:-

    PIPE LINESTHE PURVIEW OF IBR SHOWN WITH THICH LINES.

    IBR SCOPE

    IBR SCOPE

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    2.3.8 CRITICAL EXAMINATION TECHINIQUE

    The quality of the equipment and piping layout can be

    established by the Critical Examination Technique where you

    ensure that all the following parameters are well addressed

    a) It is process adequate?b) It is operator friendly?

    c)It is construction clear?

    d)Has adequate maintenance access provided?

    e)How to evacuate in case of emergency?f)Has safe fire fighting access provided?

    g)Standard practices where applicable has been adopted?

    h)Is the piping arrangement aesthetic ?

    i)Is supporting arrangement adequate and aesthetic ?

    j) Is piping adequately flexible ?

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    Pumps rarely influences the plant layout except where a

    common standby for two services or multiple duty pumps

    might dictate the process equipment arrangement. But the

    pumps can never be treated as an independent entity, but to betreated as part of the piping system which affects the

    performance even if the basic selection is faultless.

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    The design of equipment and piping configuration

    affect the energy used and capital cost of pumps. Hence,

    economy of piping and structures along with ease of

    operation and maintenance are the principal aim whilearranging the pumps.

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    The primary goal in locating the pump is to minimize the

    piping configuration while satisfying the performance and

    flexibility requirements as well as allowable loads that may

    be subjected to the nozzles.

    Mechanical or Chemical Engineers can no longer consider

    the pump as an independent entity, but to be treated as a part

    of the Piping System.

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    Fig. 3.1.1a

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    Fig. 3.1.1b

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    Fig. 3.1.2

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    Fig. 3.1.3

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