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    Oil & Gas Processing Course1

    AKEEL AKRAMCHEMICAL ENGINEERING DEPARTMENT

    Oil & Gas Processing Plants Design and

    Operation

    Training Course

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    DGEP/SCR/ED/ECP ~ 6th- 17thOctober 2003

    ROTATING EQUIPMENT

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    Oil & Gas Processing Course3

    CONTENT

    1. Pumps

    2. Compressors

    3. Turbo-Expanders

    4. Gas Turbines

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    PUMPS

    Pumps classification

    Positive displacement pumps

    Centrifugal pumps performance

    Pumps in operation

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    PUMPS CLASSIFICATION

    Volumetric(Positive Displacement)

    - Low/moderate capacity & high differential head

    - Either reciprocating or rotary.

    - Reciprocating pumps include piston, plunger, and

    diaphragm types. (Chemical lnj : TEG Circulation, ...)

    - Piston plunger may be single or double acting (Simplex,

    Duplex, Triplex).- Rotating (Lube oil, Viscous fluids, ...)

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    PUMPS CLASSIFICATION

    - Rotating

    depends on the close clearance between both rotating and

    stationary surfaces to seal the discharge from the suction.

    - Diaphragm pumps deliver a small, precisely controlled amount of liquid at a

    moderate to very high discharge pressure. Used as

    chemical injection pumps because of wide range of

    materials in which they can be fabricated, and their

    inherent leakproof design.

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    DIAPHRAGM PUMP

    Applications: Metering pumps

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    CENTRIFUGAL: END SUCTION PUMP

    Applications: Reflux, circulation, booster, boiler feed

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    GEAR PUMPS

    Applications: Diesel oil transfer and lube oil distribution

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    SCREW PUMPS

    Applications: Slop oil, viscous fluids

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    HORIZONTAL IN-LINE PUMPS

    Applications:Reflux, circulation, booster, boiler feed

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    MULTISTAGE

    Applications: seawater injection, condensate injection, pipeline transfer,

    HP Amine

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    MULTISTAGE

    HP Amine pump in South Pars Acid Gas Removal unit

    SHAFT

    impellers

    Casing

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    VERTICAL IN - LINE PUMP

    Applications: Reflux, circulation, booster, boiler feed

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    HEAVY PROCESS - PUMP -

    Applications: crude oil lift, transfer and/or boosting

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    VERTICAL BARREL OR CANNED PUMP

    Applications: Loading, transfer, pipeline booster, boiler feed

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    Volumetric pumps

    Dynamic(Variable Head)

    - Centrifugal (General Process, Liquid Exports, ...)

    - Axial (Very high flowrate : Cooling water, ...)

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    Volumetric pumps

    Advantages of centrifugal pumps:

    less costly,

    require less maintenance,

    less space deliver an uniform (non-pulsating) flow.

    Due to their high reliability and inherent flexibility over a wide

    range of operational cases, plus the wide range of pumps

    available covering very different performance requirements, the

    centrifugal pump (in some cases the axial pump) is the pump

    most frequently used in the petroleum industry.

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    PUMPS

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    Centrifugal pumps

    Horizontal vs vertical pumps

    Vertical pumps :

    - more compact

    - often used for liquids at their bubble-point temperature

    (The vertical distance from the suction flange down to the

    inlet of the first stage impeller provides additional NPSHA).

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    Characteristics of the liquid

    Pumping characteristics

    Mechanical characteristics

    DETERMINATION OF PUMPING CHARACTERISTICS

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    Nature (hydrocarbons, water,...),

    Corrosive elements presents in the liquid (H2S, salts...),

    Erosive elements presents in the liquid (solids and sludges)

    Pumping temperature,

    Density or relative density at pumping temperature,

    Vapour pressure at pumping temperature,

    Minimum and maximum operating gas pressure above liquid

    level in suction vessel,

    Maximum operating gas pressure above liquid level in dischargevessel.

    Characteristics of the liquid

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    Normal flowrate (volume of fluid actually delivered per unit oftime at the stated operating conditions indicated in the materialbalance established for the nominal operating conditions).

    Rated capacity or design flowrate (maximum flowrate required totake in account the variations of operating conditions to adapt

    the installation to the new field yields). Rated capacity is equal to the normal flowrate increased by the

    overcapacity factor or pump design factor.

    Maximum discharge pressure required at rated capacity.

    Minimum suction pressure available at rated capacity.

    Net Positive Suction Head Available (NPSHA) at rated capacity. Determined by No of pumps operated simultaneously.

    Pumping characteristics

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    Type of pump desired if there is a preference (for

    spare parts standardisation for instance)

    centrifugal, Triplex, etc...,

    horizontal, vertical in-line, etc... Flange ratings, flange type if other than standard,

    Mechanical seal required,

    Preferred metallurgy of major parts,

    Type of driver.

    Mechanical characteristics

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    Type of driver.

    - Most are electrical motors (usually fixed speed induction motor)

    - Nameplate rating

    125% rated power if 22 KW and 55KW

    Material

    - Usually cast-steel cases and cast iron internals (API 610)

    Seals (API-682)

    - Consists of stationary and rotating face

    - Requires cooling and lubrification

    Mechanical characteristics

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    LIQUID HYDRAULIC PATH IN A CENTRIFUGAL PUMP

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    PRESSURE VELOCITY EVOLUTIONIN A CENTRIFUGALPUMP

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    Need detailed isometric flow diagram to determine :- the straight length and the diameter and the thickness of the different suction and discharge

    pipe sections,

    - the manifold characteristics and the number of piping components with their main

    characteristics (bends, valves, tees,...),

    - the process equipment (heat exchanger, heater,...)

    - the liquid suction static head between the low liquid level in the suction vessel and the

    centerline of the pump suction flange,

    - the liquid discharge static head between the higher point reached by the liquid in the discharge

    line or in the discharge vessel and the centerline of the pump discharge flange.

    If the isometric flow is not available, the process engineer must establish a simplified flow

    diagram to show and estimate all characteristics indicated here above, in particular the

    suction and discharge line profile .

    CALCULATION OF PUMP CHARACTERISTICS

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    RATED CAPACITY

    It is equal to the normal flowrate corresponding to the nominal operating conditions

    increased by the overcapacity factor (or pump design factor).

    Overcapacity factor (or pump design factor) recommended :

    - 10 % volume for feed pumps and pumps transferring fluids between column or drums,

    - 20 % volume for reflux pumps and circulating pump around circuits,

    - 20 % volume for boiler feed water pumps.

    CALCULATION OF PUMP CHARACTERISTICS

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    Pressure Head difference : the difference in staticpressure between the starting point and the finishing

    point of the system.

    Static Head difference : the difference in levelsbetween the starting point of the system.

    Frictional Resistance : the head due to the resistance

    to flow as the liquid moves through the system.

    DIFFERENTIAL HEAD

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    Calculate system resistance (Conservatism : high static level and

    pressure differential, and the highest expected pipe friction).

    Calculate system resistance (best case : low of static level and

    pressure differential and the lowest pipe).

    Plot these curves as the extremes expected from the behaviour

    of the system.

    Select pumping equipment that successfully meets all

    reasonably expected operating conditions.

    STEPS FOR ESTIMATING PRESSUREDIFFERENTIAL

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    DIFFERENTIAL HEAD

    Hmt = ---------------------- + (Zr - Za) + Hfa + Hfr(Pr - Pa)

    g@ P,T

    SYSTEM RESISTANCE CURVE

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    DIFFERENTIAL HEAD

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    RELATIONSHIP HEAD - FLOW

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    PUMP AND SYSTEM CURVE

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    pw = brake pumping power, kW,

    Q = rated capacity or design liquid flowrate, m3/h,

    PdMax = maximum discharge pressure at centerline of pump discharge flange, (bar abs),

    Psmin = minimum suction pressure at the centerline of the pump suction flange, (bar abs),

    p = pump efficiency.

    POWER

    p

    sd

    w

    PPQP

    .36

    )( minmax

    p

    sd

    wPPQP

    .36)( minmax

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    ESTIMATION OF CENTRIFUGAL PUMPS EFFICIENCY

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    RELATIONSHIP POWER - FLOW

    C O / S S

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    Formation and collapse of vapour cavities in a flowingliquid.

    Local pressure is reduced to that of the liquid vapour

    pressure at the temperature of the flowing liquid.

    At these locations, some of the liquid vaporises toform bubbles or cavities of vapour system.

    Collapse of bubbles begin when local pressure is

    higher than the vapour pressure.

    Result in Noise, severe pitting, and erosion of theimpeller often results.

    CAVITATION / NPSHNet Positive Suction Head

    THE EFFECT OF VAPORIZATION ON THE HEAD FLOW CURVE

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    THE EFFECT OF VAPORIZATION ON THE HEAD-FLOW CURVE

    THE DIFFERENCE BETWEEN REAL AND APPARENT CAVITATION

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    THE DIFFERENCE BETWEEN REAL AND APPARENT CAVITATION

    CAVITATION / NPSH N t P iti S ti H d

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    NPSH definition:- Total inlet pressure, in meters or feet of liquid pumped

    determined at the pump suction connection (i.e. suction

    flange), minus the vapour pressure of the liquid pumped in

    meters or feet of liquid pumped at pumping temperature.

    Two NPSH definitions are used in pumping systems :

    - Net Positive Suction Head available (NPSHA),

    - Net Positive Suction Head required (NPSHR).

    CAVITATION / NPSHNet Positive Suction Head

    CAVITATION / NPSH N t P iti S ti H d

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    Net Positive Suction Head available (NPSHA)- Determine by pump purchaser

    Net Positive Suction Head required (NPSHR).

    - Function of physical dimensions of casing, speed and typeof impeller.

    - Increases as the pump speed increases.

    - For this reason many critical suction condition

    installations use relatively slow speed pumps.

    CAVITATION / NPSHNet Positive Suction Head

    NPSH il bl

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    NPRHA= ------ + -------- - --------Po Co2

    2gPVt

    NPRHA = ----------------------------- + Za - Hfa(Pa - PVt)

    g@ P,T

    NPSH available

    NPRHA = NPRHR + 1 m

    Where:

    Po = Dynamic press. at pump inletCo = Fluid velocity at pump inletP1 = Minimum pressure in pumpPa = Pressure in upstream vessel (bar)PVt = Vapor pressure of fluid @ T (bar)= densityG = gravity constantZa = Liquid level in upstream vessel (m)Hfa = Suction pressure losses (m)P, T = Pumping conditions

    THE DIFFERENCE BETWEEN NPSH absolute AND NPSHR

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    THE DIFFERENCE BETWEEN NPSH absolute AND NPSHR

    MEASURED USING AERATED WATER

    CAVITATION / NPSH N t P iti S ti H d

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    Ways of increasing NPSHA:

    - Reduce the pressure drop in the pump suction piping by increase of the linediameters and the decrease of the number of pipe components (bends,...).

    - Increase the liquid suction static head by elevation of the suction vessel levelof by lowering the pumping station grade level.

    - Reduce the vapour pressure value of the pumped liquid with the use of acooler installed on the pump suction piping (this solution is not oftenfeasible).

    - Locate pump as close as possible to suction vessel.

    - Select a draw-off location on the suction vessel where the least opportunityfor vapour entertainment exists, and provide a vortex breaker within thesuction vessel.

    - Avoid potential air or vapors traps ; eg : use flat-top reduces, avoid invertedloops, etc

    - Arrange suction piping to slope continuously downward, avoiding any highpoints (minimum slope : 2 %).

    CAVITATION / NPSHNet Positive Suction Head

    Centrifugal pump with inducer

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    Centrifugal pump with inducer

    TYPICAL CENTRIFUGAL PUMP PERFORMANCE CURVES

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    TYPICALCENTRIFUGAL PUMP PERFORMANCE CURVES

    Performance correction chart for viscous flow

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    Performance correction chart for viscous flow

    AFFINITY LAWS

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    AFFINITY LAWS

    Change of speedfrom N1to N2Change of diameterfrom D1to D2

    New Flowrate

    New Head

    New Power

    1

    212

    D

    DQQ

    1

    212

    N

    NQQ

    2

    1

    212

    N

    NHH

    2

    1

    212

    D

    DHH

    3

    1

    212

    DDPP

    3

    1

    212

    NNPP

    MINIMUM FLOW

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    If discharge is shut-off, all energy converted to heat

    Liquid heats up rapidly and eventually vaporises

    Can result in catastrophic failures

    - Pump vendor shall specify minimum flow requirements

    to ensure adequate flow

    MINIMUM FLOW

    FLOW CONTROL

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    Throttling control

    - By throttling valve in discharge piping.

    - Consumes energy since it artificially increases the systemresistance to flow .

    Speed control- Not frequently done because most pumps are driven by fixed - speed

    motors.

    - Adjusting the rotational speed often consume substantially lessenergy.

    - Used for large, powerful pumps, because it allows to follow as

    closely as possible the area of highest pump efficiency.- An hydraulic coupling variable speed driver is used with a constant

    speed electric motor,

    - For large units gas and steam turbines are ideally suited as variablespeed pump drivers.

    FLOW CONTROL

    HEAD CAPACITY AND PIPING SYSTEM RESISTANCE CURVE

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    HEAD-CAPACITY AND PIPING SYSTEM RESISTANCE CURVE

    FLOW CONTROL BY VARYING PUMP SPEED

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    FLOW CONTROL BY VARYING PUMP SPEED

    FLOW CONTROL

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    Recirculation control

    - Used more frequently for positive displacement pumps

    - Caution for centrifugal pumps, because a wide-openbypass may result in a head so low that the pumped fluidwill be circulated back to the suction at an extremely highrate, causing high power consumption, increase in fluidtemperature, and possibly cavitation, as well as possibleoverloading the driver.

    - For many types of centrifugal pumps manufacturersstipulate minimum flow requirements to prevent pump

    damages. It is recommended to circulate the pumped fluidnot back to the suction pump but back to the suctionvessel

    FLOW CONTROL

    LOW FLOW RECIRCULATION BY FIC

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    LOW FLOW RECIRCULATION BY FIC

    LOW FLOW RECIRCULATION BY OUTLET CHECK VALVE

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    LOW FLOW RECIRCULATION BY OUTLET CHECK VALVE

    PARALLEL SERVICE

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    Pumps may be designed for parallel operation for any of the following typical reasons :

    - Capacity increase for an existing pumping service. Due to the existing discharge systemcharacteristic, the flow will not necessarily increase in proportion to the number ofpumps added.

    - Very high reliability is required without total reliance on the functioning of an autostartmechanism.

    - Required capacity exceed capacity of any pump or driver model.

    - Required capacity exceed the utility energy supply available for a single driver or drivertype.

    - Use of multiple pumps may allow investment savings, i.e. for high capacity servicesthree 50 % sized pumps may require lower total investment than two 100 % sized pumps.

    - To meet a requirement for flow capacity higher than normal on an infrequent basis, itmay be preferable to have a service pump and its spare operate in parallel, rather thandesign each for the full over-normal flow rate.

    - To increase plant safety and (or) reliability.

    PARALLEL SERVICE

    PUMPS IN PARALLEL SERVICE

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    WHEN HALF CAPACITY PUMPS ARE

    IN PARALLEL SERVICE

    QR1 = Rated capacity of each half capcity s pump

    Qmax1 = Maximum capacity of single pump

    Qmax2 = Maximum operating flow obtained by two half capacity pumps in service

    PUMPS IN PARALLEL SERVICE

    SERIES SERVICE

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    When?

    Unusually high NPSHR, i.e. operating at a high differential head - design flowpoint requires a "booster" pump to pressure the suction of the high pressurepump.

    Head requirement exceeds the capability of a single pump and the flowrate

    is beyond the economic reciprocating pump range.

    The differential pressure requirement is low enough at times that one ofseveral pumps in series can be turned off, as in transportation pipelines.

    SERIES SERVICE

    PUMPS IN SERIES OPERATION

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    Multiphase Production

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    Before

    When the development a marginal field or a group of remote wells is consideredtogether with an existing central gathering system the traditional options for fielddevelopment were:

    natural flow,

    artificial lift,

    In-field separation with crude oil pumps and gas compression systems

    Multiphase pumping offers a fourth solution:

    - Imparts energy to the unprocessed effluent enabling liquid/gas mixture to be transportedover long distances without the need for prior separation. .

    - Interest for multiphase production, which leads to simpler and smaller in-fieldinstallations, is primarily dictated by the need for more a cost effective productionsystem

    - Capable of handling liquid/vapor fraction ranging from 0% to 100%

    Multiphase Production

    Multiphase pumps

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    Multiphase pumps

    The standardized Sulzer MPP pump rangeincorporates the latest 2nd generation helico-

    axial Poseidon developed by IFP for the

    poseidon group (IFP, Total and Statoil) and

    subsequently licensed to Sulzer pumps.

    The MPP pump is a multi-stage pump with each

    stage or compression cell comprising a rotating

    helico-axial flow impeller and a stationary

    diffuser.

    The poseidon hydraulic design ensures that thepump can handle any void fractions without

    phase separation occcuring whilst also being

    very tolerant of sand particles.

    Multiphase pumps

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    Advanced hydraulic design allied to simple modular concept

    Duplex metallurgy for corrosion resistance and H2S service

    Flow homogenizer for smoother mechanical running when sudden transient

    phenomena such as severe slugging are likely to occur

    Hydraulic flexibility and wide range of duties

    Easily retrofitted to take account of changing reservoir characteristicsduring the production life of the field

    Multiphase pumps

    NAUTILUS PROJECT

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    Nautilus is a subsea 1.3 MW electrically driven

    multiphase booster station.

    The development of this project is being led by

    TOTAL with Sulzer having overall responsibility forthepump/motor unit.

    Nautilus has been designed for installation up to

    about 60 km (37 miles) from the receiving platform

    which is therefore expected to improve significantly

    the economic viability of subsea satellite or remotefields.

    NAUTILUS PROJECT

    INSTALLATION FACILITIES

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    INSTALLATION FACILITIES

    Temporary strainers

    Used for the protection during the initial operating period

    of new plants to collect weld beads, pipe scale, and any

    other foreign matter

    Permanent strainers

    Used where solids or foreign matter are a normal

    constituent of the pump fluid. cleaned when pressure drop reaches maximum allowable

    limit.

    INSTALLATION FACILITIES

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    INSTALLATION FACILITIES

    Reciprocating pump pulsation dampeners

    Pressure pulsations can lead to pipe failure

    Pulses reduced by: Using a multiple cylinder pump such as duplex or triplex,

    by installing bladder-type accumulators (pulsation

    dampeners) in the pump discharge lines, or by a change of

    driver speed.

    INSTALLATION FACILITIES

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    INSTALLATION FACILITIES

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    OPERATION

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    Typical starting sequence- Ensure all valves in auxillary sealing, cooling and flushing

    are open and that systems are functioning properly.

    - Close discharge valve

    - Open suction valve- Vent gas from pump and associated piping

    - Energize driver

    - Open discharge valve slowly

    - On large, multistage pumps, flow is established in a matter

    of seconds thanks to the minimum flow recirculation