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    Flow Assurance Master ClassNihl Gler-Quadir, PhD

    Principal Consultant, EICE International Inc.

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    1

    What is Flow Assurance?

    Operational Safety

    Environmental Footprint

    Appraisal

    Conceptual

    FEED

    Detailed

    Design

    Remediation

    Surveillance

    Diagnostics

    Monitoring

    Operations

    Planning

    Design

    Control

    Operations

    Optimization

    Hydrate InhibitionWax Suppression

    Emulsification

    Corrosion

    Drag Reduction

    Water Treatment

    Asphaltene Inhibition

    Radial ConductionFree Convection

    Forced Convection

    Annulus Radiation

    Wellbore Heating

    Pipeline Cooldown

    Transient Analysis

    Black Oil ModelingVapor-Liquid Equilibria

    PVT Analysis

    Hydrate Prediction

    Wax Deposition

    Asphaltene

    Water Analysis

    Reservoir InflowNodal Analysis

    Artificial Lift

    Pressure Maintenance

    Integrated Asset Model

    Well Testing

    Well Completion

    Multiphase FlowPipeline Network

    Heavy Oil

    Steam Injection

    CO2Sequestration

    LNG & NGL Lines

    Transient Analysis

    Economic Justification

    Heat TransferFluid Flow Fluid Properties Chemical Treatment Integrated Analysis

    Maintain

    production

    reliably,

    economicallyand safely

    from sandface

    to processing

    facilities

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    2

    0

    2000

    4000

    6000

    8000

    10000

    12000

    14000

    0 50 100 150 200 250

    Temperature(F)

    Pressure(psi)

    Reservoir

    Platform

    Hydrate

    Asphaltene

    Wax

    Bubble Point

    Chemicals

    Heating

    Insulation

    WELLBORE

    PIPELINE

    RISER

    The Challenge of Flow Assurance

    Boosting

    Operational Goals

    Ensure uninterrupted flow 24x7x365 at target rates

    Avoid operating in hydrate region for extended periods

    Control wax deposition in pipeline

    Limit asphaltene precipitation in well

    Manage impact of slugs on processing facilities

    Design Objectives

    Adequate throughput capacity for life of field production

    Ability to monitor entire system from sandface to platform

    Infrastructure in place to respond operationally

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    3

    Day 3 - Integrated Workflows

    H. Integrated Flow Assurance Analysis

    Combining fluid flow, heat transfer and

    thermodynamics

    Deepwater/subsea systems

    Heavy oil transport

    Drag reduction

    Monitoring and control

    I. Integrated Production Analysis

    The economics of flow assuranceReservoir declinehow it impacts production

    Introduction to artificial lift methods

    Integrated asset modelingreservoir,

    production, process plant, economics

    J. Flow Assurance Considerations in

    Conceptual Design & Operations

    A hands-on session where participants will

    learn to apply the concepts discussed in the

    preceding sessions in a practical example

    involving the creation of a field developmentplan for a hypothetical asset with particular

    emphasis on the impact of flow assurance

    issues on the overall design and operation.

    Day 2Applying Flow Assurance

    D. Thermodynamics

    Single phase propertiesoil, gas and water

    Black oil and empirical models

    Compositional PVT analysis

    Hydrates, wax and asphaltenes prediction

    Scales

    E. Transport Properties

    Viscosity prediction methods

    Oil-water viscosityemulsionsOther fluid properties

    F. Heat Transfer Analysis

    conduction, convection and radiation

    Heat transfer through composite layers

    Wellbore heat transfer

    Pipeline heat transfer

    Wellbore and pipeline heating

    G. Transient Phenomena

    Basic principles of single phase transient

    flow

    Multiphase flow transients

    Pipeline startup, shut-in and blowdown

    Terrain induced slugging

    Day 1Basics of Flow Assurance

    Introduction

    Introductions

    What is Flow Assurance

    The Challenge (Operations and Design)

    Course Overview

    A. Fundamentals of Fluid Flow

    Single phase flow

    One-dimensional momentum balance equationThe concept of friction factor

    Pipeline transmission applications

    B. Multiphase Flow Fundamentals

    Basic multiphase flow concepts

    Flow patterns, holdup and pressure drop

    Horizontal and near-horizontal flow

    Vertical, inclined and downward flow

    C. Multiphase Phenomena in Flow Assurance

    Modeling multiphase flow behaviorThree-phase oil-gas-water flow

    Impact of multiphase flow on corrosion / erosion

    Hydrodynamic slugging

    Course Outline

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    4

    Single phase flow

    One-dimensional momentum balance equation

    The concept of roughness and its influence on friction factor

    Pipeline transmission applications

    A. Fluid Flow Fundamentals

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    5

    Single Phase Flow

    Type of Pipeline Primary Operating Consideration

    Gas Gathering System Condensate, Water, Network

    Gas Transmission Throughput, Compression

    Gas Distribution Low Pressure Network

    Refined Products Batch Movement

    Heavy Oil Viscosity

    Volatile Hydrocarbon PVT behavior

    Hydraulics

    analyze flow and predict pressure from fluid behavior Heat Transfer

    analyze and predict temperature behavior

    Thermodynamics

    how pressure and temperature impact fluid behavior

    Key Flow Assurance Issues

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    Momentum Balance

    Potential Energy at A

    + Kinetic Energy at A

    From the Law of Energy Conservation:

    Potential Energy at B

    + Kinetic Energy at B

    - Friction Loss in

    Pipe =

    B

    A

    Total Pressure Gradient =

    Pressure Gradient due to Friction (Frictional Loss)

    + Pressure Gradient due to Elevation (Potential Energy)

    + Pressure Gradient due to Velocity Change (Kinetic Energy)

    where (with appropriate units):

    frictional gradient = - f v |v| / (2 gc D)elevation gradient = - g/ gc. Sin kinetic energy gradient = - v . dv/dL

    is relatively small and generally ignored

    (except for high velocity gradients, e.g. flare lines)

    L

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    Friction Factor

    How to determine the friction factor term f in the frictional gradient:

    frictional gradient = - f v |v| / (2 gc D)

    dimensionless Reynolds number:

    Re= v D / (6.72E-4 * )

    Note: multiplier is to convert viscosity from cp to lb/sec/ft

    Moody Chart: f = f(Re,/D)

    . Laminar Flow Region: 0 < Re

    < 2300

    f = 64 / Re

    Turbulent Flow Region: Re > 4000 Colebrook-White Equation:

    f = 1 /(1.742 log (2 /D) + 18.7 / Re f0.5)2

    relative roughness = /D

    Jains eqn:1/(f1/2) = 1.14-2 log(e/d+21.25/Re0.9)

    Class Question: How do we handle the transition?

    2300< Re < 4000

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    Example A2Friction Factor

    Find the friction factor in a 12-inch gas transmission pipeline, given the following

    data: v = 25 ft/sec, D = 12 inch, = 0.0018 inch, = 5 lb/ft3

    , = 0.01 cp

    Alternate Numerical Method (Colebrook-White)

    1) Set f= 0.015 as initial estimate for friction factor2) Update f for next iteration from Colebrook-White equation:

    f = 1 /(1.742 log (2 /D) + 18.7 / Re f0.5)2

    = 1 / (1.742 log (2 x 0.00015) + 18.7 / 18601190 x 0.0185)2= 0.01302455

    3) Repeat previous step with f= 0.013024554) Converge until error within tolerance (3 iterations, f=0.01302956)

    1) Relative roughness /D = 0.0018 / 12 = 0.000152) Reynolds number Re= v (D/12) / (6.72E-4 x )

    = 25 x (12/12) x 5 / (6.72E-4 x 0.01) = 18,601,190

    3) From Moody chart, friction factor f = 0.015(estimate)

    Note: Colebrook-White generally converges within 2-3 iterations

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    Example A3Transition Zone Friction Factor

    Determinethe friction factor for a 12-inch heavy oil pipeline, given

    the following :v = 1 ft/sec, D = 12 inch, = 0.0018 inch, = 60 lb/ft^3, = 30 cp

    1) Relative roughness /D = 0.0018 / 12 = 0.00015

    1) Reynolds number Re= v D / (6.72E-4 x )= 1 x (12/12) x 60 / (6.72E-4 x 30) = 2976 (transition)

    2) From laminar flow model, friction factor f = 64 / Re = 0.021504

    1) From Colebrook-White (or Moody chart), turbulent friction factor = 0.0438

    2) From interpolation, weighted friction factor at transition = 0.03039

    Note: Pipe roughnesshas minimal impact in transition zone

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    Symbol Definition

    f Friction factor

    Density (lb/ft^3)

    v Velocity (ft/sec)

    gc Conversion factor (32.2 lbf-sec^2/lb-ft)

    g Acceleration due to gravity (ft/sec 2)

    D Pipe internal diameter (inch)

    L Pipe length (ft)

    dv/dL Velocity gradient (ft/sec^2)

    P Pressure (psi)

    dP/dL Pressure gradient (psi/ft)

    Absolute viscosity (cp)

    Absolute roughness (inch)

    Re Reynolds number

    Terminology

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    Basic multiphase flow concepts

    Flow patterns, holdup and pressure drop

    Horizontal and near-horizontal flow

    Vertical, inclined and downward flow

    B. Multiphase Flow Fundamentals

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    Basic Concepts of Two-Phase Flow

    VGVL

    Diamete

    r

    hLAL

    AG

    Liquid Phase (with Gas Bubbles)

    Gas Phase (with Liquid Entrainment)

    Holdup HL= AL/ (AL + AG)Slippage = vG - vL

    New concept of holdup HL as the volumetric liquid phase fraction and HL ns as the no-slipholdup

    HL ns = qL / (qL + qG) where qL and qG the phase volumetric flow rates at in situ conditions

    Significant slippage between phases (gas is faster, except for downhill flow)

    HL> HL ns

    Frictional pressure gradient much higher (due to interfacial shear i)

    Velocity of wave propagation is orders of magnitude slower Distribution of phases based on prevailing flow pattern (dependent on geometry, in si tu rates,

    fluid properties)

    Concept of superficial phase velocities:

    vSL = qL / Area of Pipe = vL x HL

    vSG = qG / Area of Pipe = vG x (1 - HL)

    and Mixture Velocity, vm = vSL + vSG

    ii

    Extending Single Phase Flow:

    wG

    wL

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    Example B1: Multiphase Flow Parameters

    Area = D2/ 4 = (3.14) x ( 3/12)2/4= 0.049 ft2

    QL = 1000 BPD x 5.615 (ft3/bbl) / 86400 (sec/day) = 0.065 ft3/sec @ Std conditions

    Assuming incompressible liquid, qL= QL= 0.065 ft3/sec

    QG= 1000 BPD x 1000 (SCF/bbl) / 86400 (sec/day) = 11.574 ft/sec @ Std conditions

    qG= QGx Pstd/ (P/z) x (T + 460) / (Tstd+ 460)

    = 11.574 x (14.7 / (147/0.9)) x (460+100) / 520 = 1.122 ft3/sec

    vSL= qL/ Area = 0.065 / 0.049 = 1.3 ft/sec

    vSG

    = qG

    / Area = 1.122 / 0.049 = 17.3 ft/sec

    HL ns = qL / (qL + qG) = 0.065 / (0.065 + 1.122) = 0.055

    vL= vSL/ HL= 1.3 / 0.25 = 5.3 ft/sec

    vG= vSG/ (1HL) = 17.3 / 0.75 = 23 ft/sec

    Slip = vGvL = 17.7 ft/sec

    Given an average holdup of 0.25, predict all relevant multiphase flow parameters

    in a horizontal 3-inch ID flowline operating at a pressure of 147 psia and 100 deg

    F producing 1000 BPD at a GOR of 1000 SCF/BBL. Use an averagecompressibility factor of 0.9 and assume that none of the gas is in solution.

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    Horizontal Flow Stratified (both Smooth and Wavy)

    Intermittent (Elongated Bubble and Slug) Dispersed Bubble

    Annular

    Vertical Flow Bubble (Bubbly and Dispersed Bubble)

    Intermittent (Slug & Churn) Annular

    Inclined Flow Upward Inclination (see Vertical Flow)

    Downward Inclination (see Horizontal Flow)

    Multiphase Flow Patterns

    Flow pattern boundaries may vary significantly with even slight changes in inclinationangle. As such, empirical horizontal and vertical pattern maps are not suitable for

    predicting flow patterns in a pipe or wellbore where the inclination deviates by even a few

    degrees from vertical/horizontal. Computer-generated mechanistic models that rigorously

    account for inclination (e.g. Barnea et al) are more appropriate for such predictions.

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    Horizontal Flow Patterns

    Stratified Flow at low flow rates the liquid and gas separated due to gravity

    at low gas velocities the liquid surface is smooth, (stratified

    smooth)

    at higher gas velocities, the liquid surface becomes wavy,(stratified wavy, or wavy flow)

    some liquid droplets might form in the gas phase.

    Annular Flow at high rates in gas dominated systems

    part of the liquid flows as a film around the pipe circumference

    the gas and remainder of the liquid (entrained droplets) flow in the

    center

    of the pipe.

    the liquid film thickness asymmetric due to gravity also called asannular-mist or mist flow..

    Dispersed Bubble Flow

    at high rates in liquid dominated systems the flow is a frothy mixture of liquid and entrained gas bubbles

    flow is steady with few oscillations.

    also called as froth or bubble flow.

    Slug Flow at moderate gas and liquid velocities

    alternating slugs of liquid and gas bubbles flow through the

    pipeline.

    Possible vibration problems, increased corrosion, anddownstream equipment problems due to its unsteady behavior.

    Mandhane Map(Empirical)

    Bubble,

    Elongated

    Bubble

    Flow

    Slug

    Flow

    Stratified Flow

    DispersedFlow

    SUPER

    FICIALLIQUIDVELOCITYVSL,FT/SEC

    SUPERFICIAL GAS VELOCITY VSG, FT/SEC

    Wav

    e

    Flo

    w

    Annular,

    AnnularMist

    Flow

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    Vertical Flow Patterns

    Taitel-Dukler-Barnea Model(Mechanistic)

    Superficial Gas Velocity (m/s2)Superficial Liquid Velocity (m/s2)

    Supe

    rficialLiquidVelocity(m/s2)

    Superficial Liquid Velocity (m/s2)

    DISPERSED BUBBLE

    BARNEA

    TRANSITONBUBBLY

    SLUG OR CHURN

    ANNULAR

    Vertical Pipe Flow Patterns

    BUBBLE

    FLOW

    ANNULAR

    FLOW

    SLUG

    FLOW

    CHURN

    FLOW

    Well Flow

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    Example B2: Predicting Flow Pattern

    Procedure:

    From inclination angle, determine appropriate prediction map to use

    Estimate in situ rates from standard production rates

    Compute superficial phase velocities Predict flow pattern from map

    Area = 3.14 x (3 /12) 2/4 = 0.049 ft2

    Assuming incompressible liquid

    qL = 1000 BPD x 5.615 (ft3/bbl) / 86400 (sec/day) = 0.065 ft3/sec

    qG= 1000 BPD x 1000 (SCF/bbl) / 86400 (sec/day) x(14.7 / (147/0.9)) x (460+100) / 520 = 1.122 ft3/sec

    vSL= qL/ Area = 0.065 / 0.049 = 1.122 ft/sec

    vSG= qG/ Area = 1.122 / 0.049 = 17.261 ft/sec

    From Mandhane map (horizontal), flow pattern = SLUG

    Find the prevailing multiphase flow pattern in a horizontal 3-inch ID flowline

    operating at a pressure of 147 psia and 100 deg F producing 1000 BPD at a GORof 1000 SCF/BBL. Use an average compressibility factor of 0.9 and assume that

    none of the gas is in solution.

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    Pressure Gradient in Two-Phase Flow

    Total Pressure Gradient =Pressure Gradient due to Friction (Frictional Loss)

    + Pressure Gradient due to Elevation (Potential Energy)

    + Pressure Gradient due to Velocity Change (Kinetic Energy)

    where:

    frictional gradient = - fTP

    TP

    vTP

    |vTP

    | / (2 gc

    D)

    elevation gradient = - sg/ gc. Sin kinetic energy gradient = - TPvTP. dvTP/dL

    The new two-phase flow terms introduced are:

    slip-weighted mixture density (based on holdup correlation):

    s= L . HL+ (1HL) Gtwo-phase density, friction factor and velocity:

    TP, fTP, vTPwhich are all dependent on the pressure dropcalculation method (correlation)

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    Multiphase Flow Correlations(from Chevron Pipeline Design Manual)

    Pressure Drop Near Horizontal

    Low GOR - Beggs & Brill

    Gas/Condensate

    High VelocityEaton-Oliemans

    Low VelocityNone

    Near Vertical

    Gas/CondensateGray, Hagedorn & Brown

    Gas/Oil - Hagedorn & Brown

    Inclined Up - Beggs & Brill (fair)

    Inclined/Vertical DownNone (Beggs & Brill with caution)

    Liquid Holdup Near Horizontal

    Low GOR - Beggs and Brill

    Gas/Condensate none (Eaton better than

    others)

    Near Vertical

    Gas/Condensateno slip

    Gas/Oil - Hagedorn and Brown

    Inclined Up Low GOR - Beggs and Brill

    Gas/Condensate

    High Velocitynone (use no slip)

    Other none (use Beggs & Brill with

    caution)

    Inclined/Vertical Downnone (Beggs & Brill with caution)

    Flow Patterns Near Horizontal Taitel-Dukler (except Dispersed-Bubble

    boundary where a fixed VSL= 10 ft/sec is recommended) Near VerticalTaitel-Dukler-Barnea

    Recommendations

    General Modeling Guidelines

    Liquid holdup accuracy requires detailed pipeline elevation profile

    Flow pattern-dependent mechanistic analysis is required for

    accurate holdup prediction

    Pressure profile is dependent on holdup accuracy (elevationgradient)

    Kinetic energy losses generally negligible (except low

    pressure/high velocity)

    Choice of correlation should be based on a range of factors

    including geometry, fluid characteristics and f ield history

    Mechanistic correlations (OLGAS, Tulsa) generally scale up better

    Rigorous 3-phase analysis may be required for low velocity flowwith significant water cut

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    Symbol Definition

    VL , VG Phase velocities (ft/sec)

    VSL , VSG Superficial phase velocities (ft/sec)

    HL Liquid Holdup

    HL ns No slip holdup

    qL, qG in situ volumetric flow rates (ft3/sec)

    i, wL,wG Shear at interface / pipe wall (psi/ft)

    hL Height of liquid level

    AL , AG Cross-sectional area for phase

    Terminology

    Subscript Definition

    L, G, O, W Liquid, Gas, Oil, Water

    i, w Interface, wall

    std Standard conditions (60F, 14.7 psia)

    TP Two-phase

    ns No slip

    m mixture

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    Modeling multiphase flow behavior

    Three-phase oil-gas-water flow

    Impact of multiphase flow on corrosion / erosion

    Slugging phenomena

    C. Multiphase Phenomena in Flow Assurance

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    All flow correlation employ a 3-step approach

    Establish Flow Pattern

    Determine Holdup

    Calculate Pressure Drop

    Empirical vs. Mechanistic correlations

    Empirical correlations are primarily regression-based Mechanistic models are based on physics + data

    To model flow behavior in a pipe (or well)

    Input Data

    pipe geometry (diameter, length, elevation profile)

    Fluid characteristics (oil, gas & water gravities)

    Phase ratios (water cut, GOR)

    Specified boundary conditions may be:

    Pressure at inlet and Flow Rate at Outlet Pressure at both ends

    Flow Rate at Inlet and Pressure at Outlet

    Calculation Procedure is Sequential and Iterative

    Pipe divided into Segments

    Temperature traverse calculations in parallel

    Fluid properties (e.g. density, viscosity at every segment)

    Results: pressure, holdup, flow pattern, temperature and phase properties at every

    pipe segment Network models (e.g. gathering system) are significantly more complex

    Modeling Multiphase Flow Behavior

    HLP T FP

    Inlet Data:Temperature, Fluid Characterization

    Pressure or Flow Rate Boundary

    Outlet Data:Pressure or Flow Rate Boundary

    HLP T FP HLP T FP HLP T FPHLP T FPHLP T FPHLP T FP HLP T FP

    1 2 3 4 5 6 7 8

    Distance Along Pipeline, X

    Pressure

    Temperature

    Holdup

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    Common Uncertainties:

    Flow pattern boundaries are not fully understood (and blurry) Holdup predictions do not scale up well for large diameter pipes

    Pressure drop error could be as high as 20 percent

    Errors greater for rough terrain, extreme velocities (high or low)

    Uncertainties in Multiphase Flow Modeling

    What Can be Done:

    Define elevation profile in as much detail as possible Define fluid accurately

    use measurements (where available), e.g. bubble point, viscosity

    Use correlations as appropriate for the situation (pipeline geometry, field

    history, applicability)

    Validate, validate, validate

    leverage available data and past history to adjust model

    A

    B

    Path 1

    Path 2

    Why will the computed pressure drop for Path 2 ALWAYS be greater?

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    Three-Phase Flow Analysis

    Holdup HL= AL/ (AL + AG)Slippage = VG - VL

    VG

    VL

    hLCombined Oil + Water Liquid Phase (with Gas Bubbles)

    Gas Phase (with Liquid Entrainment)

    ii

    wL

    Rigorous 3-phase flow analysis is an order of magnitude more complex

    Most analysis methods tend to lump oil and water into a common

    homogeneous liquid phase with no slippage between oil and water

    When segregation does occur, water fraction in the liquid phase

    Note: When segregation occurs, the water fraction in the liquid phase may

    be several times higher than the water cut of the produced fluid. Why?

    Two-Phase Flow

    Rigorous Three-Phase Flow

    wG

    VG

    VO Oil Phase (with Gas Bubbles and Entrained Water Droplets)

    Gas Phase (with Oil and Water Entrainment)

    Holdup HL= AL/ (AL +

    AG)Water Fraction HLW= AOW/ AL

    Slippage (gas-oil) = VGVO

    Slippage (oil-water) = VO - VW

    i

    i

    wG

    wLWater Phase (with Gas Bubbles and Entrained Oil Droplets)VW

    IWIW

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    Example C1: Three-Phase Flow

    From Example B1 (two-phase)

    HL = 0.25

    Pipe Area = 0.049 ftt2qL= 0.065 ft

    3/sec

    qG= 1.122 ft3/sec

    vSG= qG / Area = 1.122 / 0.049 = 17.3 ft/sec

    HL ns = qL / (qL + qG) = 0.065 / (0.065 + 1.122) = 0.055

    VG= VSG/ (1HL) = 17.3 / 0.75 = 23 ft/sec

    With Oil-Water Segregation:

    Water Cut, FW= 0.10

    Water Fraction HLW= 0.40

    vSO= qL * (1 - FW) / Area = 0.065 * 0.9 / 0.049 = 1.19 ft/sec

    vSW= qL * FW/ Area = 0.065 * 0.1 / 0.049 = 0.13 ft/sec

    VO= VSO/ HL/ (1-HLW) = 1.19 / 0.25 / 0.6 = 7.95 ft/sec

    VW= VSW/ HL/ HLW= 0.13 / 0.25 / 0.4 = 1.32 ft/sec

    Slip G-O= VGVO = 15.1 ft/sec

    Slip O-W= VOVW = 6.62 ft/sec

    Example B1: Given an average holdup of 0.25, predict all relevant multiphase

    flow parameters in a horizontal 3-inch ID flowline operating at a pressure of 147

    psia and 100 deg F producing 1000 BPD at a GOR of 1000 SCF/BBL. Use anaverage compressibility factor of 0.9 and assume that none of the gas is in

    solution.

    Extend your original analysis (in Example B1) to the three-phase flow scenario where there is segregation

    between oil and water, assuming a produced water cut of 10 percent and the volumetric fraction of the water

    being 40 percent of the total liquid phase.

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    Corrosion risk is higher when:

    Produced gas is sour (definition: partial pressure of H2S and CO

    2> 0.05)

    > 0.5 percent mole fraction for 1000 psi system pressure

    Water volume is high

    Water velocity is low

    Low lying areas of water accumulation are at highest risk

    Flow regime dependency

    Stratified Flowcorrosion damage can occur at low water velocity Slug Flow high shear increases corrosion rate and reduces inhibitor

    performance

    Annular Flowhigh velocity combined with sand accelerates erosion/corrosion

    Separation of aqueous phase increases corrosion risk

    Higher water volume in line (e.g. 10% water cut has 40% volume)

    Lower water velocity (from 5.3 ft/sec to 1.3 ft/sec)

    Erosional (maximum) mixture velocity:

    Vm,max= 100 / ns(0.5)

    Where ns= L . HL+ (1HL) G

    Factors Impacting Corrosion / Erosion

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    Hydrodynamic Slugging

    Hydrodynamic slugs are generated at moderate liquid and gas rates (see flow pattern

    map) and are a common occurrence in most multiphase flowlines.

    Slug Length Prediction

    A. Prudhoe Bay Model (Brill et al)

    Mean slug length (ft) is given by:

    ln(Lm) = - 2.663 + 5.441 (ln(D)0.5+ 0.059 ln(Vm) (16-in 1979)

    ln(Lm) = - 3.579 + 7.075 (ln(D)0.5 + 0.059 ln(Vm)0.7712 ln(D) (16+24-in 1981)

    log normal distribution predicted

    B. Hill & Wood (BP 1990)

    1) Calculate Lockhart-Martinelli parameter

    X = (VSL / VSG )0.9x (L / G )

    0.4x (L / G )0.1

    2) Estimate holdup from X using Taitel-Dukler stratified model (see Figure)

    3) Determine gas and liquid phase velocities from holdup

    4) Determine slug frequency (slug/hr) from:

    Fs= 2.74 HLstx (VGVL) / (D/12) / (1HLst)

    To calculate Slug Frequency from Slug Length (or vice versa):

    1) Estimate liquid holdup in slug HL,slugusing Gregory-Nicholson-Aziz equation n:

    HL,slug = 1 / (1 =1/(1+ (Vm/ 28.4)1.39))

    2) Assume liquid holdup in bubble HL,bubble to be approx 20 percent

    3) From material balance, slug factor (ratio of slug length to total slug + bubble length):

    SF = (HL - HL,bubble) / (HL,slug - HL,bubble)

    4) Slug Length is given by: Ls= SF x Vm / (Fs / 3600)

    Ruleof Thumb: Longest slug (for facilities design) = 6 x Mean Slug

    X

    (Lockhart-Martinelli parameter)

    LiquidHoldup

    HLst

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    Example C2: Slug Size and Frequency

    Mixture Velocity, vm= 3 + 6 = 9 ft/sec

    From Prudhoe Bay Model (1980), average slug length

    Lm= exp(- 3.579 + 7.075 (ln(D))0.5+ 0.059 ln(Vm)0.7712 ln(D)) = 247 ft

    FromHill & Wood (BP) Model:

    X = X = (VSL / VSG )0.9 (L / G )

    0.4(L / G )0.1= 3.84

    From chart in preceding slide, Taitel-Dukler stratified model holdup HLst@ X=3.84 is 0.68

    Liquid velocity when stratified = vL / HLst = 3 / 0.68 = 4.41 ft/sec

    Gas velocity when stratified = 6 / (10.68) = 18.75 ft/sec

    Slug frequency, Fs= 2.74 HLstx (18.754.41) / (D/12) / (1HLst) = 100 slug/hr

    Calculate Slug frequency/length:

    HL,slug = 1/(1+ (Vm/ 28.4)1.39)) = 1 / (1 + (9/ 28.4)1.39) = 0.83

    HL,bubble = 0.2 (assumed liquid hold up in the bubble)

    Slug Factor = (HL - HL,bubble) / (HL,slug - HL,bubble) = (0.50.2) / (0.830.2) = 0.47

    Mean slug length (for Hill & Wood model) Ls= 0.47 x 9/ (100/ 3600) = 154 ft

    Slug Frequency (for Brill et al Prudhoe Bay model) = 3600 * 0.47 * 9 / 247 = 62 slug/hr

    The following data are available for a 10 inch horizontal pipeline operating in the slug flow regime:

    average holdup = 50 percent, vSL = 3 ft/sec, vSG = 6 ft/sec. Predict the mean slug length and slug

    frequency.

    Fluid properties: liquid density = 55 lb/ft3, liquid viscosity = 6 cp

    gas density = 2 lb/ft3 gas viscosity = .01 cp

    X

    (Lockhart-Martinelli

    parameter)

    LiquidHoldup

    HLst

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    Symbol Definition

    HLW Volumetric water fraction in liquid phase

    Lm Mean slug length

    Vm,max Maximum mixture velocity (erosional velocity)

    ns No slip mixture density

    X Lockhart Martinelli parameter

    HLst Liquid holdup when flow is stratified

    HL,slug Liquid holdup in slug

    HL,bubble Liquid holdup in bubble (during slug flow)

    Fs Slug frequency (slug/hr)

    SF Slug Fraction = slug length / (slug length + bubble length)

    Terminology

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    Single component properties

    Black oil and empirical models

    Compositional PVT analysis

    Hydrates, Wax and Asphaltenes prediction and mitigation

    D. Thermodynamics

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    To be able to solve the oil or gas problems, pressure-volume-

    temperature (PVT) relationships and physical properties of gases, andliquids are essential.

    To get these properties, one can define a multi-component fluid system

    compositionally, or just as Liquid, Gas, and Water mixture based on the

    overall measurable data.

    Apparent molecular weight Specific gravity,

    Compressibility factor, z

    Density,

    Specific volume, v

    Isothermal gas compressibility coefficient, cg Vapor- Liquid Equilibrium

    Gas formation volume factor, Bg Gas expansion factor, Eg Oil Formation Volume Factor, Bo

    The Gas Oil Ratio, and Water Cut are easy to measure in the field.

    Single Component (Average) Properties for

    Oil, Gas, and Water

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    P V = n R Twhere

    p = absolute pressure, psiaV = volume, ft3

    T = absolute temperature, R

    n = number of moles of gas, lb-mole

    R = the universal gas constant which, for the above units, has the

    value 10.730 psia ft3/lb-mole R

    n = m/ MW

    PV = ( m / MW ) R Twhere

    m = weight of Gas, lb

    MW = Molecular Weight of the Gas

    g= m / V = (P MW) / (R T)where

    g= Density of gas, lb/ft3

    Volume of 1 mol Ideal Gas at Standard Conditions, ( Vsc )

    at Psc= 14.7 psia, Tsc = 60 F = 520 R

    Vsc= n R Tsc/ Psc = (1) (10.73)(520)/ (14.7)

    Vsc

    = 379.4 scf/lb-mol

    Ideal Gas Law

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    At a very low pressure, the ideal gas relationship gives reasonable

    results2-3 % At higher pressures, the use of the ideal gas Lawte may lead to errors

    as great as 500%

    Therefore to express the relationship between the variables P, V, and T,more accurately, the z-factor, is introduced.

    P V = z n R T

    z = V/ Videal= V / ( (n R Tact) / Pact )

    Real Gas

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    Black Oil and Empirical Models

    Black Oil Model is where the phase behavior of the mixture is based onexperimentally derived prediction methods of gas and liquid phases for

    bubble point pressure, solution GOR, FVF, and viscosity.

    The relative gravity of the oil, gas, and water phase are required.

    All three phase gravities has to be known even if they are not expected to be

    present in the mixture.

    Empirical Modelspredict the fluid properties that will define the behavior of

    the fluid mixture with changes in Pressure and Temperature.

    Gas Compressibility

    Solution Gas Oil Ratio Oil, Water Formation Volume Factor

    Gas, Oil densities

    Gas, Oil Viscosities

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    Example D1Gas Thermodynamic Properties

    1) Calculate the Specific Gravity of the gas.

    SGgas=0.687461379

    2) Using the Standing-Katz Gas Compressibility Chart, find the

    z-factor for the gas at 90 F and 1200 psia. ( ignore

    contaminants)

    z-factor = 0.75

    3) Update the z-factor for the contaminants

    z-factor = 0.82

    4) Calculate gas density at 90 F and 1200 psia. Use the

    Engineering EOS

    g=5 lb/cuft

    M Tc Pc

    16.04 343.34 667.00

    30.07 550.07 707.80

    44.10 665.93 615.00

    28.01 227.52 492.80

    44.01 547.73 1070.00

    34.08 672.40 1300.00

    Component y

    C1 0.790

    C2 0.007

    C3 0.004

    N2 0.012

    CO2 0.017

    H2s 0.170

    Total 1.000

    Determine the following properties for the natural gas with the given composition.

    Mol Weight and critical Temperature and Pressure data is also supplied from Pure

    Component Data tables.

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    Procedure for Predicting Gas CompressibilityProcedure Calculate the Apparent Molecular Weight of the gas Mg=(yi*Mi) 19.93 lb/lb-mol

    Calculate the Specific Gravity of the gas SGg Mg / Mair 0.688

    Calculate the Pseudo Critical temperature Tpc

    = (yi

    *Tci

    ) 404F

    Calculate the Pseudo Critical Pressure Ppc = (yi*Pci) 779 psia

    Calculate the Pseudo Reduced Temperature Tpr= T/Tpc1.36 F

    Calculate the Pseudo Reduced Temperature Ppr= P/Ppc 1.54 psia

    Read the corresponding Compressibility Factor from

    the Standing and Katz Chart z-factor 0.75

    Check if the sour gas contains more than % 5 contaminants sum the mol fraction of H2Sand CO2

    If more than % 5, calculate the Adjustment Factor, ,

    for the contaminants = 120*(A0.9-A1.6)+15*(B0.5-B4.0 ) 40.9F

    where

    A=(yH2S+yco2) 0.187

    B

    = yH2S 0.17 Calculate the Adjusted Pseudo Critical Temperature Tpc= Tpc- 363F

    Calculate the Adjusted Pseudo Critical Pressure Ppc= (Ppc* Tpc)/(Tpc+B(1-B)* 690.6psia

    Recalculate the Pseudo Reduced Temperature and

    the Pseudo Reduced Pressure using the adjusted Pseudo Critical T and P

    Tpr 1.51F

    Ppr 1.75 psia

    Read the Gas Compressibility Factor from

    the Standing and Katz chart z-factor 0.82

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    Solution Gas Oil Ratio

    Solution Gas Oil Ratio (Rs)

    The bubble point pressure equation is reversed to solve for the solution gas oil ratio.

    When oil is reaches to surface conditions some natural gas to come out of solution due to the Pand T change. The gas/oil ratio (GOR) is defined as the ratio of the volume of gas that comes out of

    solution, to the volume of oil at standard conditions.

    A point to check is whether the volume of oil is measured before or after the gas comes out of

    solution, since the oil volume will shrink when the gas comes out.

    In fact gas coming out of solution and oil volume shrinkage will happen at many stages of the flow

    while the hydrocarbon stream from reservoir through the wellbore and processing plant to export.

    Pb = f(Rs, g, T, o)

    Lasater

    for RsRp Rs = [ (379.3*35*o,,sc)/Mo]/[g/(1-g ] ( suggested for API>15)

    Standing

    for P1000 Rs= ( g*(P*X)1.20482/ (18)1.20482 ( suggested for API

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    Oil and Water Formation Volume Factor

    Oil Formation Volume Factor ( Bo) Standing

    for P < Pb

    Bo

    = 0.972 + 0.000147 * F1.175+ C

    where F= Rs*(g0.5/ o sc) + 1.25* T

    Glaso

    Vazquez-Beggs

    for P < Pb and API 30 Bo= 1+4.67x10-4* 0.175 D*10-4 -1.8106RsD*10-8

    for P > Pb and API >30 Bo= 1+4.67x10-4* 0.175 D*10-4 -1.8106RsD*10

    -8

    where D=(T-60)API / SG

    Water Formation Volume Factor ( Bw) Computed from water densities

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    Example D2Liquid Phase Density

    Determine the liquid phase density for a 3 phase mixture given the

    following data.

    2200 psia and 190 F.(Use Standing correlations)

    Oil gravity= 30 API

    Gas Gravity= .85 Water Cut = 10%

    Assume oil formation volume factor is 1.2 and Rs is 100 scf/stb at insitu

    conditions.

    SGoil= 0.876

    LIQ = 48.11lb/cuft

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    Not only the properties of oil, gas, and water, but also the phase behaviorchanges with the changes in Pressure and Temperature. The phase behavior

    will determine the condensation or the evaporation of the phases, hence

    determine the vapor-liquid split and the thermodynamic properties of the

    phases.

    Compositional PVT analysis predicts the properties of the Hydrocarbon

    Water mixture based on the equilibrium, enthalpy, and property correlations.Flash calculations are based on the Equation of State to decide for the phase

    separation., i.e.:

    Peng-Robinson

    Suave-Redlich-Kwong

    Composional PVT Analysis

    Multiple Component Phase Diagram

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    Example D3Liquid Fraction

    Determine the Liquid Fraction of the HC mixture from the given Phase

    Diagram at the following conditions:

    1) at 625 F and 4000

    psia

    2) At 425 F and 2250

    psia

    3) At 175 F and 1000

    psia

    4) At 100

    F and 500

    psia

    0 mol %

    10 mol %

    20 mol %

    20 mol %

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    Gas Hydrates are formed by the C1, C2, CO2, H2S at P>166 psi

    Formation of Hydrates require three conditions: the right combination of P and T; favored by low T, above 32 F and high P

    Hydrate forming components have to be present in the system

    Some water must be in the system, not too much, not too little

    Other phenomena that increases Hydrate formation: Turbulence

    High velocity- through chokes, narrowing valves due to Joule Thompson effect

    Agitation, i.e. heat exchangers, separators

    Nucleation sites are the points where phase change is favored, such as: Imperfections in the pipeline

    A weld spot

    Fittings Scale

    Dirt

    Sand

    Presence of Free Water not necessary but the gas-water interfacecreates a nucleation site for hydrate to form

    Hydrates

    Courtesy of Petrobras

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    Hydrate Prediction

    The point at which hydrates form is dependent on the composition of the

    gas.

    This particular curve is only based on a correlation that

    is valid for gases with similar compositions to those

    shown in the table below. It is invalid in the presence

    of H2S or CO2.

    EXAMPLE: For a gas with a specific gravity of 0.7, and a pressure of 1000 psia, the temperature

    below which hydrates would be expected to start forming would be 64F.

    If the pressure is reduced to 200 psia, the temperature below which hydrates would

    be expected to start forming reduces to 44F

    Hydrate Formation Prediction for Sweet Natural Gases

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    Hydrate formation prevention can be accomplished through

    Water removal Separation

    Separation will remove most of the free water from gas stream

    Higher System TemperaturesPipe insulation and bundling, or steam or electrical heatingprocess

    Lower System PressuresHigh temperature system pressure drops design through linechoking.

    Alcohol Inhibitors injectionActing as antifreezes, alcohols will decrease hydrate formationtemperature below operating temperature

    Kinetic (Polymer dissolved in solvent) InhibitorsWill bond on the hydrate surface to prevent crystal growth. shift thehydrate equilibrium conditions towards lower temperatures andhigher pressures , or increase hydrate formation time.

    Antiagglomerants

    These dispersants will cause water phase be suspended as

    small droplets in oil or condensate

    Hydrate Formation Prevention

    Comparison of Hydrate Formation Prevention

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    Comparison of Hydrate Formation PreventionMethods

    Drying the natural gas

    MeOH EG, DEG, MEG, TEG, and TREG

    TEG, TREG are too viscous , too soluble in HCs

    Drying is Preferred until not economical

    Used :

    upstream of chokes

    Short gathering lines

    Heating the flow line

    Initial investment

    Attention needed - minimum

    Fuel - readly available

    Cost - low

    Adding Ckemicals:

    Long flow lines

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    Methanol versus Glycol

    Methanol Used at any Temperature

    Prevents hydrate formation better thenDEG and EG on per lb basis

    Injection technique not critical

    Good fraction of Methanol

    evaporates into gas.

    Not as economical

    Low recovery cost High vaporization loss

    Unless feeds into TEG unit, where

    easily recovered in the regen

    Good for

    Low gas volumes

    Temporary cases

    Rarely needed Long flow lines

    Dissolves the hydrates already formed

    Glycol Not under 15 oF high viscosity

    Difficult to separate from liquid HCs DEG has higher vaporization when

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    Methanol Injection Problems in Facilities

    If gas feeds into a glycol plant for dehydration after methanol injection:

    Higher Glycol Regen heat (methanol co-absorbed with H2O vapor)

    Any methanol released atmosphere with H2O vapor - hazardous

    Cause corrosion in glycol still and reboiler ( If high enough in the

    concentration in H2O)

    Reduce the capacity of solid desiccant pellets competing with water

    to be absorbed

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    Cloud pointof a fluid is the temperature at which dissolved solids are nolonger completely soluble, precipitating as a second phase giving the fluid acloudy appearance.

    In the petroleum industry, cloud point refers to the temperature below which wax

    in liquid hydrocarbon form a cloudy appearance. The presence of solidified

    waxes thickens the oil and clogs.

    In crude or heavy oils, cloud point is synonymous with Wax Appearance

    Temperature, (WAT) and Wax Precipitation Temperature (WPT).

    Pour pointof a liquid is the lowest temperature at which it will pour or flowunder prescribed conditions. It is a rough indication of the lowest temperature at

    which oil is readily pumpable. In crude oil a high pour point is generally

    associated with a high paraffin content.

    Cloud Point and Pour Point Definitions

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    Waxes

    Waxes are : The organic compounds of the crude

    Insoluble in the crude at the producing conditions

    High molecular weight C18-C60 alkanes

    C18 to C36 (paraffin waxes, macrocystalline waxes)

    C30 to C60 (microcrystalline waxes),

    They are:

    aliphatic hydrocarbons (both straight and branched chain),

    aromatic hydrocarbons,

    naphthenes

    resins and asphaltenes.

    Melting point, Boiling point, and Solubility of the HC mix is profoundly

    effected by the presence of alicyclic, aromatic, and condensed rings. Deposits as solid when the temperature falls below the cloud point

    The cloud point determines the rheology of waxy crudes

    Above the cloud point, flow is Newtonian

    Below the cloud point flow is non-Newtonian due to wax/solid

    precipitation

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    Problems with Waxes

    When wax forms: Reduced permeability around the well bore/formation damage

    Pumping cost increase because of:

    Increase in viscosity can be 10 folds

    Increased horse power requirement to transport the fluid through

    Area for flow decreases due to wax deposition on the inner pipe wall

    Increases pressure drop, can eventually plug the production string

    Loss of production: Can eventually plug the production string and/or pipeline

    Can deposit in the surface facilities

    Decreased equipment volume, hence reduced volume/flow

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    Wax deposits usually happen in oil

    flowlines with components C7+.

    Wax deposits have potential to

    accumulate onto cooled surface

    when it gets down to the CloudPoint, or Wax Appearing

    Temperature.

    Wax formation Temperature can be

    determined within 5 C.

    GOR, and Pressure effects can be

    measured, but it is usually calculated

    via thermodynamic prediction based

    on Dead Oil values.

    Formation of Wax

    Temperature/Pressure Relationship in Formation of Wax

    Wax Formation

    No Wax

    Bubble Point

    Reservoir Fluid

    Pressure

    Temperature

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    Wax Mitigation and Prevention:

    Wax Deposition Removal Techniques: Mechanical

    Pigging - Scraping wax from the pipe wall and mixing it with the crude

    in front of the pig

    ThermalMaintaining or increasing the temperature of the crude above the WAT

    can prevent wax from settling on the pipe wall, or help to remove softened

    wax.

    ChemicalChemical Solvents and Dissolvers

    substituted aromatics blended with gas oil.

    Chlorinated solventsenvironmental concerns.

    Wax PreventionWax Inhibitors

    Crystal Modifiers

    Pour Point Depressants

    Dispersants

    Surfactants

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    Wax Deposition Rate Measurement Techniques

    Wax Deposition Rate Measurements

    Test Description Advantages Disadvantages

    Static cold finger A cold surface is immersed in a reservoir of oil for set

    duration then removed and inspected. The surface can

    simple cooled block or finger, cooled tube or

    sophisticated probe.

    Useful inhibitor screening tool.

    Quick Simple

    Small volumes of sample.

    Deposit formed.

    Deposit directly inspected.

    Accurate control of temperatures.

    Adaptable for live oil.

    No flow effects.

    Risk of depletion of wax in small

    sample volume.

    Dynamic cold finger As above but shear can be applied to flow the oil over

    the surface. This can be achieved with stirring or

    immersing the surface in a flowing stream.For better control concentric cylinders are used.

    Useful inhibitor screening and deposition

    characterization tool.

    As above

    Addition of shear

    Accurate control of shear/stress or flowvelocity.

    Risk of depletion of wax in small

    sample volume.

    Difficult to simulate pipeflow andturbulence.

    Difficult to monitor in-situ deposition

    until end of test.

    Capillary/tube blocking Warm oil is displaced through a narrow bore tube until

    pressure increase indicated restriction or blockage.

    Often used in uncontrolled cooling but better results

    achievable with set temperature regimes.

    Quick Simple

    Small vols of sample

    Qualitative measure of in-situ

    deposition rates.

    Live oils.

    No direct measure of deposit.

    Laminar flow regimes only.

    Uncertain temperature profiles and heat

    transfer rates.

    Recirculating flowloops Oil is pumped through a section of pipe in whichconditions of temperature and flow can be defined.

    Deposition can be detected by increasing pressure and

    recovering of deposit.

    Useful qualitative tool for assessing deposition

    characteristic.

    Simulates pipeflow regimes.Limited sample volumes

    Control of temperature and flow rate.

    Qualitative measure of in=situ

    deposition rates/

    Complex equipment.No direct measure of deposit at specific

    points.

    Need to recondition recirculating oil.

    DP insensitive in Laminar flow.

    Potential waxing outside deposition

    section.

    Cloud Point Methods

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    These methods detect an effect caused by wax crystallization

    - Recommended Indirect Methods

    Test Description Advantages Disadvantages

    DSC When wax crystallizes from crude oil, small

    quantities of heat are generated(Much like heat

    given off when water freezes). The temperature at

    which this heat of fusion first occurs can be

    detected by a Differential Scanning Calorimeter,

    DSC.

    Small sample size.

    Automated.

    Quick.

    Can estimate wax content.

    High cooling rates potential for

    subcooling.

    Sensitivity: low wax contents difficult.

    Subject to interpretation.

    Infrared Detection/ Light

    Scattering

    Infrared Detection/ Light Scattering Wax crystals

    will deflect and scatter light passing through the

    oil. Infrared can be absorbed by waxes and willpenetrate black oils. Changes in light reflected or

    absorbed as the oil cools will indicate wax

    forming.

    Sensitive.

    Small sample size.

    Suitable for live fluids.

    Unrepresentative sample size.

    Subject to interpretation

    Little published validation.

    NMR Sensitive.

    Small sample size.

    Estimate solid wax content.

    Suitable for live fluids.

    Unrepresentative sample size.

    Little published validation.

    Subject to interpretation.

    Test Description Advantages Disadvantages

    Thermodynamic

    prediction

    Model uses compositional analysis of oil and

    published properties of components to predict

    solubility of wax components.

    Predicts cloud point and solid wax

    phase for range of pressures and oil

    compositions.

    Very detailed input data.

    Needs tuning to measured value.

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    These methods are not recommended to evaluate cloud points

    Cloud Point Methods- Not Recommended Methods

    Test Description Advantages Disadvantages

    Visual and turbidity test

    (ASTM D2500)

    The term cloud point is taken from turbidity test

    used to determine wax precipitation from fuels.

    The wax crystals are detected by a change in

    turbidity as the wax crystallizes. Often this test is

    performed by eye but turbidity meters increase

    sensitivity.

    Simple.

    Representative sample size.

    Adaptable for live fluids.

    Wide range of cooling rates.

    Sensitivity( needs finite amount of

    crystals)

    Operator dependent (Visual only)

    Other solids may be detected

    Not suitable for Black Oils.

    Viscosity As solid wax crystallizes it will effect the oils

    rheology causing non-Newtonian behavior. The

    Newtonian viscosity / temperature relationship ofthe oil is altered as the solid phase increases.

    Representative sample size. Sensitivity. May require presence of

    significant solid wax phase.

    Underestimating initial crystallization.May detect other solids formation.

    Subject to interpretation.

    Pyknometry Crystallization will change the temperature /

    density relationship of the fluid as it cools.

    Representative sample size.

    Suitable for live fluids.

    (New techniques are improving

    sensitivity)

    May detect other solids formation.

    Sensitivity. May require presence of

    significant solid wax phase.

    Underestimating initial crystallization.

    Subject to interpretation.

    No published validation.

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    Asphaltenes

    The C:H ratio is approximately 1:1.2

    Soluble in toluene but insoluble in lower n- alkanes such as pentane and hexane.

    Asphaltenes are the heaviest and largest molecules in a typical hydrocarbon mixture

    Oils from which asphaltenes are likely to precipitate

    have low API gravity (are more dense), and have higher viscosities.

    Deposits can be in the form of shiny and black graphite like appearance, or brown

    sticky soft deposits.

    Asphaltenes often co-precipitate with wax and even scale.

    Asphaltenes

    59

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    It is better to prevent formation of asphaltenes deposits, through design and

    operating conditions

    If it cannot be prevented via design and the operating conditions, then treatment

    is necessary to prevent flocculation of the asphaltenes particles.

    Chemical treatments for removing asphaltenes:

    solvents dispersant/ solvents

    oil/dispersants/solvents

    The dispersant/solvent approach is used for removing asphaltenes from

    formation minerals.

    Continuous treating may be required to inhibit asphaltenes deposition in the tubing.Batch treatments are common for dehydration equipment and tank bottoms. There

    are also asphaltenes precipitation inhibitors that can be used by continuous

    treatment or squeeze treatments

    Treatment and Prevention of Asphaltenes:

    60

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    Asphaltenes

    A h lt T t M th d S

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    Asphaltenes Test Methods Summary

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    Scale and Mitigation Strategies:

    There are different types of scales.

    Calcium Carbonate naturally exists in the resevoir (carbonate reservoirs)

    Scale forms:

    with co-mingling of produced fluids from different producing zones or

    reservoirs

    normally with decrease in pressure, carbon dioxide is released, and pH

    changes to form scale.

    Mitigation: dissolution by acidification or application of calcium carbonate scale

    inhibitor.

    Barium Sulphate In general barium sulphate scale results from water incompatibility,

    primarily from either seawater injection and / or seawater breakthrough,

    co-mingling with produced water rich in barium.

    highly insoluble and will deposit at temperature drops across the production

    processing plant.

    Mitigation strategies::

    removal of sulphate ions from seawater for re-injection,

    application of barium sulphate scale inhibitors

    treatment with dissolvers.

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    Scale and Mitigation Strategies:

    Iron Sulphide Iron Sulphide scale is deposited where microbial enhanced corrosion has

    become a serious problem.

    The scale is derived from the reaction of iron oxide from corrosion and

    hydrogen sulphide,

    a by-product of sulphate reducing bacteria metabolism.

    Treatment for iron sulphide is application of a specialist chelating and

    dissolution agent followed by microbial control with biocide application.

    Calcium Sulphate Calcium Sulphate scale is relatively soluble and only poses a real problem when

    conditions are close to the solubility limit and super-saturation occurs.

    Sodium Chloride Sodium Chloride scale is caused by a saturation and evaporation process and is

    readily removed by warm water in most cases.

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    Viscosity prediction methods

    Oil-water viscosityemulsions

    Gas viscosity

    Compositional viscosity (LBC)

    Oil-water surface Tension

    E. Transport Properties

    Vi it D fi iti

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    Oil viscosity o= F( P,T, SGo,SGg, Rs) usually reported in PVT Analysis. If notavailable, then the correlations are used.

    Dead Oil Viscosity Viscosity of the oil at atmospheric conditions withno gas in solution and the system temperature.

    Saturated Oil Viscosity Viscosity of the oil at P= PBand Tres

    Unsaturated Oil Viscosity Viscosity of the oil at P>PBand Tres

    Viscosity Definitions

    Estimating Oil viscosity at PPB and at Tres1. Calculate the Dead Oil Viscosity obat Tres2. Adjust the dead oil viscosity for Gas Solubility effects at the desired

    temperature

    Estimating Oil viscosity at P> PB and at Tres

    1. Calculate the Dead Oil Viscosity obat Tres2. Adjust the dead oil viscosity for Gas Solubility effects at the desiredtemperature

    3. Include the effects of compression and under saturation of the

    reservoir

    Vi it P di ti M th d

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    Viscosity Prediction Methods

    L = 10X-1

    WhereX = 103.0324-0.02023 API/ T1.163

    Dead Oil Viscosity Correlations

    Beal

    Beggs-Robinson

    Glaso

    Saturated Oil Viscosity Correlations

    Chew- Connaly

    Beggs-Robinson

    Dead oil Viscosity at Reservoir Temperature

    and Atmospheric pressure (after Beal)

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    Other Fluid Properties

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    Surface Tension = f (SGoil, SGwater, P, T)

    Plays an important role in calculating the flow pattern prediction in

    multiphase flow.

    Plays role in GasOil interface, as well as gaswater interface, and oil-water interface.

    Surface Tension Calculation Methods:

    Baker and Swerdloff

    Katz et. al.

    Specific Heat Capacity of the fluid - Very important parameter in heat transfer

    Other Fluid Properties

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    Heat Transfer Phenomena

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    Heat Transfer Phenomena

    The heat transfer coefficient U is determined by analyzing the combined effect of the

    three modes of heat transfer:

    Conduction- within a solid or between solid bodies (e.g. pipe wall and soil)

    Convection- achieved through the movement of fluid (e.g. submerged pipe)

    Radiation- energy emitted as electromagnetic waves from a hot body

    Notethat radiation heat transfer is generally not significant in flow assurance (with the

    exception of steam injection)

    The rate of heat transfer per unit length (Btu/hr/ft) is given by:

    dH/dL = U A (T fluidT ambient)where U overall heat transfer coefficient, Btu/hr-ft2-degF

    A cross-sectional area of pipe, ft2

    Tambient temperature of surrounding, deg F

    T fluid average temperature of fluid in pipe, deg F

    T fluid

    TambientBuried Pipeline Area of Cross-Section

    From basic calorimetric calculations, the change in pipeline fluid temperature due to heat transfer

    to the surroundings is given by:

    (ToutletTinlet) = - dH/dL x pipe length / Cp/ mass flow ratewhere Cp specific heat capacity of fluid mixture, Btu/lb/deg F

    Tinlet

    Example F1 Pipeline Heat Transfer

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    Procedure1. Area of pipe cross-section = 3.14 / 4 * (12/12)2= 0.785 ft2

    2. Mass flow rate = 5000 BPD /24 hr/day * 5.615 ft33/bbl * (0.8 * 62.4) lb/ft3= 58,396 lb/hr

    3. Estimate outlet temperature = 60 deg F

    4. Heat transfer gradient, dH/dL = U A (T fluidT ambient) = 1.0 x 0.785 x (80-40) = 31.4 Btu/hr/ft

    5. Change in temperature = dH / Cp/ mass flow rate = 31.4 * 10,000 / 0.5 / 58396 = - 10.8 deg F

    6. Revised outlet temp (iteration 1) = 10010.8 = 89.2 deg F (error = - 29.2)

    7. Repeat Steps 4-6 with new outlet temp8. Revised outlet temp (iteration 2) = 85.3 deg F (error = 3.9)

    9. Repeat iteration steps until convergence

    10.Converged outlet temperature (after 4 iterations) = 85.8 deg F(error = 0.1)

    Questionwill segmentation of the pipe provide greater accuracy?

    Oil Gravity = 0.8, Specific Heat Capacity = 0.5 Btu/lb/degF

    Tambient= 40 deg FBuried Pipeline, U = 1.0 Btu/hr-ft^2-degF, Pipe Length = 10,000 ft Pipe Outer Diameter = 12 inch

    Tinlet=100 deg F

    Q = 5000 BPD

    Example F1Pipeline Heat Transfer

    Determine the outlet temperature for 12-inch x 10,000 ft buried crude oil (sp gravity =

    0.8) pipeline flowing at 5000 BPD, given an overall heat transfer coefficient of 1.0 Btu/hr-

    ft2-degF.

    Temperature at the inlet of the pipeline is 100 deg F and the ambient temperature is 40 deg F.

    Assume that the specific heat capacity of the oil is 0.5 Btu/lb/de gF.

    Overall Heat Transfer Coefficient

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    Overall Heat Transfer Coefficient

    Outer surface: submerged (convection), buried

    (conduction) or exposed (free convection)

    Conduction at outer wall, coating, Insulation

    Conduction at inner wall, coating, Insulation

    Convection due to boundary layer - film

    Convection (or conduction) in annulus

    Classical Shell Balance

    Overall Heat Transfer Coefficient U = 1 / Total Resistance

    Total Resistance = sum of resistances from convection /

    conduction layers

    Conduction layer resistance = diameter * loge(diaouter/diainner) / 2k

    where: - thermal conductivity, Btu/day-ft-degF

    Resistance due to film (convection) = diainner

    / (0.0225 * k * Re

    0.8)

    where Re - Reynolds number

    Outer Surface (buried / submerged / exposed)

    Resistance due to conduction (buried pipe) = diameter * loge((2Z+ (4Z2dout2220.5)/dout) / 2ksoil

    where Z is the distance from the surface to the centerline of the pipe

    Resistance due to convection (submerged in water/exposed to wind)

    = diameter / (10 k *(0.26694 * log10(Re,surrounding)1.3681))

    Where

    Re,surrounding= 1.47 x Reynolds number calculated from pipe outer diameter and surrounding fluid properties

    Overall Heat Transfer Coefficient OHTC

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    Overall Heat Transfer Coefficient, OHTC

    OHTC based on the flowline internal surface Area Ai is:

    OHTC based on the flowline external surface Area Ao is:

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    Thermal Conductivities of Soil

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    Thermal Conductivities of Soil

    Kersten(1949) soil= [ 0.9 log() -0.2]*100.01*

    where

    soil soil thermal conductivity, [BTU-in/(ft2-hr-F)]

    moisture content in percent of dry soil weight dry density , lb/ft3

    Thermal Conductivities of Typical Soil Surrounding Pipeline (Gregory,1991)

    Flowline Burial Depth

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    Flowline Burial Depth

    When the ratio between the burialdepth and the Outside Diameter is

    greater than 4, the decrease in the

    U value is insignificant.

    Available burial techniques may set

    the limit on Minimum and MaximumBurial Depths.

    Potential seafloor scouring and

    flowline disturbance buckling need

    to be considered .

    Loch (2000)

    Example F2 Overall Heat Transfer Coefficient

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    Procedure

    1. Area of cross-section = 3.14 / 4 * (12/12)2= 0.785 ft2

    2. Fluid velocity = 5000 BPD x 5.615 ft3/bbl / 86400 sec/day / 0.785 = 0.41 ft/sec

    3. Reynolds number = 1488 * 0.41 * (12/12) * (0.8 * 62.4) / 3.5 = 8785

    4. Film resistance (convection) = (12/12) / (0.0225 * 1.6 * 87850.8) = 1.944 E-2

    5. Pipe wall resistance (conduction) = (12/12) x 1/(2*600) loge (12.5/12) = 3.4 E-5

    6. Insulation resistance (conduction) = (12.5/12) x 1/(2*0.96) loge (13.5/12.5) = 4.175 E-2

    7. Soil resistance (conduction) = log( (4*24213.52)0.5/13.5)/(2 x 24) = 2.877E-2

    8. Total resistance = 1.044E-2 + 3.4E-5 + 4.175E-2 + 2.877E-2 = 9.00 E-02

    9. Overall heat transfer coefficient U = 1/(9E-2 x 24) = 0.46 Btu/fr/ft2/degF

    Overall contribution of insulation = 4.175 / 9 = 46.4 %

    Overall contribution of burial = 2.877 / 9 = 32.0 %

    Updating Ex F1 with U=0.46 changes the calculated outlet temperature from 85.8 deg F to 93 deg F

    Calculate the overall heat transfer coefficient for the pipeline in Example F1

    given the following data:

    Example F2 Overall Heat Transfer Coefficient

    pipe diameter (inner) 12 inch

    pipe wall thickness 0.25 inch

    insulation 0.5 inch

    Burial depth (center line to surface) 24 inch

    Pipe Thermal Conductivity 600 Btu/day/ft/F

    Insulation Thermal Conductivity 0.96 Btu/day/ft/F

    Soil Thermal Conductivity 24 Btu/day/ft/F

    Oil Flow Rate 5000 BPD

    Oil Specific Gravity 0.8 water = 1Oil Specific Heat Capacity 0.5 Btu/lb/degF

    Oil Thermal Conductivity 1.6 Btu/day/ft/F

    Oil Viscosity 3.5 cp

    Determine the relative contribution

    of insulation and burial on the

    overall resistance to heat transfer.

    Change the heat transfer coefficient

    in Ex F1 to the calculated value andevaluate the impact.

    Heat Transfer In Wellbores

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    Heat Transfer In Wellbores

    Outer surface: submerged (convection), buried

    (conduction) or exposed (free convection)

    Conduction at outer wall, coating, Insulation

    Conduction at inner wall, coating, Insulation

    Convection due to boundary layer - film

    Convection (or conduction) in annulus

    Aditional Heat Transfer in Wellbores: Infinite Conduction

    For a vertical well, the surrounding formation extendsoutwards infinitelythe finite depth burial model forconduction described earlier needs to be modified.

    Transient ConsiderationsIn steam injection wells, there may a significant time-

    dependent effect as the surrounding formation heats

    up and heat transfer rates change as a consequence(heat transfer rate during the early time period will be

    higher). The Ramey function is used to analyze this

    time dependent effect.

    Heating the surrounding formation may also cause the

    thermal conductivity to change around the wellbore

    due to the evaporation of water.

    Annulus Heat TransferHeat transfer in the annulus due to convection of the

    static annulus fluid (water/oil/gas/vacuum) needs to be

    taken into account. Additionally, radiation effects are

    sometimes important (e.g. in some steam injection

    systems, a reflecting coating is painted on the inside

    wall of the casing to reduce radiation effects).

    Classic Shell Balance

    Terminology

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    Symbol Definition

    dH Heat transfer rate, Btu/hr

    dH/dL Heat transfer gradient, Btu/hr/ft

    U Overall heat transfer coefficient, Btu/hr-ft2-degF

    A Area of pipe cross-section, ft2

    Tambient Temperature of surroundings, deg F

    Tfluid Temperature of fluid, deg F

    Cp Specific heat capacity, Btu/lb/deg F

    k Thermal conductivity, Btu/day/ft/deg F

    Terminology

    G Transient Phenomena

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    Basic principles of single phase transient flow

    Multiphase flow transients

    Pipeline startup, shut-in and blowdown

    Terrain induced slugging

    G. Transient Phenomena

    Common Transient Operations

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    Common Transient Operations

    Transient Condition Operation Impact

    Ramp Up / Down Rate change Rate surge

    Startup Rate change from zero Pressure surge

    Rate surge

    Shutdown Compressor / Pump

    shutdown

    Pressure surge

    Blowdown Pressure reductionTerrain Slugging Caused by topography Slug formation, growth and

    dissipation

    Sphering Periodic operation Rate surge

    Pipeline leak / rupture Unplanned Product loss

    Environmental damagePressure surge

    Flow Rate Ramp Up

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    0

    200

    400

    600

    800

    1000

    1200

    0 20 40 600

    2000

    4000

    6000

    8000

    10000

    0.0 100.0 200.0 300.0

    Flow Rate Ramp Up

    BEFORE AFTER

    LIQUID INVENTORY REDUCTION

    How Big is the Surge?

    Inventory,bbl

    Marlin Pipeline 67 mile x 20 inch (Cunliffes approximation procedure)

    Rate, MMscfd

    69 bbl/MMscf liquid loading

    Rate ramped up from155 MMscfd to 258 MMscfdPredicted Liquid Inventory

    Time, hr

    OutletLiquidRate,bp

    h

    Determine equilibrium inventory (holdup) at initial and final rates

    Difference give the amount of liquid to be swept out

    Estimate transition time as residence time for final inventory

    Transition Time = Final Inventory / Final Rate

    Estimate Transition Rate

    Transition Rate = Final Rate + Inventory Change / Transition Time

    Example G1 - Marlin Pipeline Transient

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    Example G1 Marlin Pipeline Transient

    Invent

    ory,

    bbl

    Rate, MMscfd

    69 bbl/MMscf liquid loading

    Time, hr

    OutletLiquidRate,bph

    Initial inventory at 155 MMscfd = 19200 bbl (estimated from plot)

    Final inventory at 258 MMscfd = 17600 bbl

    Liquid to be swept out = 1920017600 = 1600 bblLiquid Rate (Final) = Liq Loading x Gas Rate = 69 x 258/ 24 = 742 bphTransition Time = Final Inventory / Final Rate = 17600 / 742 = 23.7 hr

    Transition Rate = Final Rate + Inventory Change / Transition Time = 742 + 1600 / 23.7 = 809 bph

    From data:

    Actual surge rate > 1000 bphthe discrepancy is caused by the high transition timeLowering the effective transition time estimate would improve prediction(see spreadsheet)

    From the pipeline inventory prediction provided for Marlin, use Cunliffes method toapproximate the surge rate at the downstream slug catcher when the gas rate at the inlet

    is ramped up from 155 MMscfd to 258 MMscfd over a period of one hour. Compare thepredicted surge rate to the actual data and recommend additional steps to improve the

    estimation.

    0

    200

    400

    600

    800

    1000

    1200

    0 10 20 30 40 500

    5000

    10000

    15000

    20000

    25000

    30000

    35000

    0.0 100.0 200.0 300.0

    Pipeline Blowdown (depressurization)

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    Pipeline Blowdown (depressurization)

    Blowdown is the controlled depressurization of a gas (or gas-dominated) pipeline

    generally achieved over a period of time. Blowdown is generally a safety procedure

    used to reduce the risk of pipeline rupture and fire in an emergency.The key concerns during blowdown are:

    1) How long will it take to depressurize the pipeline (to near atmospheric conditions)

    2) What is the cooldown temperature profile given that the temperature will drop

    below ambient due to Joule-Thompson cooling (potential for hydrate formation)

    The discharge rate is generally controlled through an orifice (or valve) to ensure that

    these operational issued are addressed.

    Assuming critical flow,

    the mass flow rate (lb/sec) through an orifice is given by the relationship:

    W = CdK A P (MW / zT)0.5

    where Cdis the coefficient of discharge

    K is the specific heat capacity ratio for the gas

    A is the area of cross-section

    MW is the molecular weight

    P is the upstream (pipeline) pressure

    Example G2 - Pipeline Blowdown

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    p p

    Determine the pressure profile for the blowdown of a 5 mile x 6 inch (ID) gas pipeline

    operating at 800 psi when the gas (gravity=0.8) is released through a 3-inch orifice (Cd

    = 1.0). Average compressibility is 0.9, k = 1.4, and assume that the pipeline

    temperature does not change from its initial value of 39 deg F.

    0

    200

    400

    600

    800

    1000

    0 1000 2000 3000 40000.00

    5.00

    10.00

    15.00

    20.00

    0 1000 2000 3000 4000

    Procedure1. From geometry, orifice area = 3.14/4 * (3/12)2= 0.049 ft2

    2. Pipeline volume = 3.14/4 * (6/12)2 * (5 x 5280) = 5181 ft3

    3. Gas Molecular Weight = 28.97 x 0.8 = 23.18

    4. Initial density of gas = 800 * 23.18 / (0.9 * 10.73 * (460+39) = 3.85 lb/ft3

    5. Initial mass of fluid (gas) in pipeline = 3.85 * 5181 = 19934 lb

    6. Initial rate of gas flowing through the orifice = 1 x 1.4 x 0.049 x 800 * (23.18/0.9/(460+39))0.5= 12.48 lb/sec

    7. Starting from time =0, calculate the following at 100 second intervals1. Mass rate of gas through the orifice (from the orifice equation)

    2. Remaining mass of gas in the pipeline (previous massmass rate * time increment)

    3. Gas density = remaining mass / pipeline volume

    4. Average pipeline pressure = density * z * 10.73 * (460+39) / 23.18

    5. Determine the gas discharge rate at standard conditions from the mass rate

    6. Plot the pressure and gas flow rate profiles as a function of time

    Pressure Profile (psi vs. time)Flow Rate Profile (MMcfd vs. time)

    Pipeline Cooldown

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    p

    When pipeline is shut-in, the fluid temperature drops over an extended

    period of time until ambient conditions are achieved. A significant

    parameter for cooldown analysis is the no-touch period which is the timeavailable before the pipeline must be started up again.

    For a pipeline transporting waxy crude, the no-touch period is the time

    before pour point (plus safety margin) is reached

    From the Lumped Capacitance Cooldown Model, the temperature T is given

    by :

    T(t)To= (Ti - To) x exp (- C x t)

    where t = period after shut-inC = U * Area of Contact / (mass of fluid * specific heat capacity)

    Example G3 - Pipeline Cooldown

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    Solution:

    From the Lumped Capacitance Cooldown Model, the temperature

    T is given by :

    T(t)To= (Ti - To) x exp (- C x t)

    where Tiis the inside fluid TemperatureT(t) is the inside fluid Temperature at time t

    Tois the ambient temperature

    t = period after shut-in

    C = U * Area of Contact / (mass of fluid * specific heat capacity)

    Procedure:

    Fluid mass = 3.14/4 * (12/12) 2 * 10,000 * (62.4 * 0.8) = 391,872 lb

    C = 1 x (3.14 x (12/12) x 10000) / (391872 * 0.5) = 0.16

    p p

    Given a 10,000 ft x 12 inch subsea pipe with a heat transfer coefficient of 1

    Btu/hr/ft2/F and an average fluid temperature of 100 deg F, estimate the no-touch time

    when the surrounding temperature is 40 deg F.

    Crude oil characteristics: specific gravity = 0.8, heat capacity = 0.5 Btu/lb/F, pour point = 50 deg F

    0.0

    20.0

    40.0

    60.0

    80.0

    100.0

    120.0

    0.00 10.00 20.00 30.00

    Time, hr

    FluidTemp,F

    For a range of time periods (e.g. 0-24 hrs in 1 hr increment) calculate and plot T(t)

    From the plot (see right), no-touch time = 11 hr (actual time will be lower)

    H. Integrated Flow Assurance

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    Combining fluid flow, heat transfer and thermodynamics

    Deepwater/subsea systems

    Heavy oil transport

    Monitoring and control

    H. Integrated Flow Assurance

    Fluid Flow, Heat Transfer & Thermodynamics

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    , y

    Fluid Flow Analysis

    Predicts Flow & Pressure Behavior

    Heat Transfer Analysis

    Predicts Temperature Behavior

    Thermodynamic AnalysisPredicts Fluid PVT Properties Flow Assurance

    Integrated Analysisof Flow Behavior,

    Pressure and

    Temperature

    Performance, and

    Fluid Properties

    Hydrate Management

    Thermodynamics establishes hydrate limits

    Temperature and pressure determine hydrate performanceHeat transfer controls temperature profile

    Fluid Flow influences Heat Transfer

    Heavy Oil Transport

    Heat Transfer determines temperature profile

    Temperature controls viscosity behaviorFluid viscosity establishes fluid flow

    Fluid Flow influences Heat Transfer

    Production Performance

    Flow rates establish production

    performance

    Pressure determines flow rates

    PVT properties impact pressure and

    temperature profileTemperature and pressure influence

    PVT properties

    Flow Assurance in Deepwater / Subsea

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    Commingling of

    incompatible fluids

    Deeper, colder

    plugging & deposition

    High back-pressure

    Need for boosting 0

    2000

    4000

    6000

    8000

    10000

    12000

    14000

    16000

    0 50 100 150 200 250

    Temperature

    Pressure

    Reservoir

    Facilities

    Hydrate

    Asphaltene

    Wax

    Bubble Point

    Fewer wells, minimal intervention

    Premium on reliability

    Limited monitoring of

    wells, pipeline & riser

    Flow assurance in deepwater is about designing and operating systems that handle

    the many unique challenges of subsea production while mitigating unnecessary risk to

    ensure the continuous flow of oil and gas from capital-intensive projects

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    Drag Reduction

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    Drag Reduction Additives (DRA) are long-chain,

    ultra-high molecular weight (1-10 million)

    polymers that are injected into liquid pipelines

    (both crude and refined products) to increasethroughput capacity.

    DRA does not alter the fluid properties or coat

    the pipe wall, but rather drag reduction occurs

    due to the suppression of energy dissipation by

    eddy currents in the transition zone between

    the laminar sub-layer near the pipe wall and theturbulent core at the center of the pipe.

    Turbulent flow in the pipe is therefore a

    prerequisite for DRA to be effective.

    In crude oil pipelines, DRA injection rates vary in the range of 10-50 ppm, with the

    corresponding drag reduction effectiveness, the fractional reduction in frictional

    pressure drop in the treated line, typically about 30-70 percent, and generally moreeffective in lighter crudes.

    Modeling the effect of DRA injection in a pipeline is relatively straightforward.

    Vendor supplied Performance Curves the effective drag reduction as a function

    of flow rate for a range of concentrations.

    These curves are pipeline specific and are generated from flowline

    tests conducted by the vendor.

    I. Integrated Production Analysis

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    g y

    The economics of flow assurance

    Reservoir performance

    how it impacts production

    Introduction to artificial lift methods

    Integrated asset modeling (IAM)

    reservoir, production, process plant, economics

    Economics of Flow Assurance

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    At a high level, the economics of flow assurance involves a balance between

    Cap Ex and annual Op Ex Costs based on the projected revenue stream.

    Higher investments in Cap Ex are justified when the field is expected to produce

    economically for a longer period (the projected life of a typical offshore field

    varies from 10-30+ years).

    Several factors effect the Revenue projections, including:

    pricing forecasts for oil and gas

    the availability of future markets through nearby pipeline connections

    (especially for gas)

    fiscal regimes (taxation, royalty, production sharing)

    the time value of money (relating to deferred production)

    Economics of Flow Assurance

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    Capital Expenditure

    Drilling and completion of wells

    Pipelines and gathering system installation

    Installation of prime movers (compressors / pumps / multiphase pumps)

    Facilities (platform, slug catcher, separator, heaters, recovery and reinjection,

    other topsides)

    Artificial lift installations including related facilities such as compression, power

    lines etc.

    Operating Costs

    Facilities maintenance

    Inhibitors/chemicals for hydrates (methanol/glycol), wax, asphaltenes, corrosion,surfactants, etc.

    Power costs for compressors, pumps, heaters, topsides, etc.

    Personnel (platform, onshore, central support)

    QHSE

    Some of the key components of Cap Ex and Op Costs that need to be

    included in any economic analysis for evaluating flow assurance alternatives:

    Reservoir performancehow it impactsproduction

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    p

    Reservoir Decline

    Reservoir Pressure (current) = Reservoir Pressure (previous) * Decline Rate * Cum Production

    Note: for gas fields p/z is sometimes used instead of pressure (p) in the above equation

    Maximum Drawdown

    Drawdown is generally limited to avoid problems such as sand production

    Bottom Hole Pressure > Reservoir PressureMax Drawdown Limit

    Introduction to Artificial Lift Methods

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    Most oil production reservoirs have sufficient

    potential to naturally produce- during the early

    phases of production. As reservoir pressure decrease, water

    encroachment will naturally cause all wells to slow

    down in production.

    At some point, an artificial lift will be used to

    continue or increase production.

    On the other hand most water producing wells willneed some kind of artificial lift due to the high

    hydrostatic pressure it creates on the oil, gas, or

    both.

    A well with high water rate will be usually put on

    an artificial lift from the beginning.

    Available technologies add energy to the systemto lift the fluids to the surface. There are times an

    oil well may need:

    Pressure(Psi)

    Hydraulic Pumps

    PCP

    Plungers

    ESP

    Gas Lift

    Rod Pump

    Integrated Asset Modeling, IAMReservoir, Production, Process Plant, Economics

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    IAM help to determine :

    impacts of new drilling

    best locations to set compression

    to influence the order and location of the new drilling

    evaluating the impact of third party activity

    investigating gathering system improvement opportunities

    for tubing sizes and evaluation of options versus performance

    identifying wellwork candidates and other production enhancementopportunities

    and to analyze:

    upsets and production losses

    requests from Infill Team on lateral capacity

    uplift for future

    pressure changes for future pipeline projects,

    pressure changes for future compressor projects for debottlenecking

    In summary, the reservoir decline, added wellhead compressor, the new wellsfeeding into the same line, the increased compressor suction pressures, andthe availability of processing facilities, along with the economics can becoordinated to give the optimized production scenerios.

    Flow Assurance Monitoring & Control

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    DTS

    ESP

    wellbore data seabed data

    FPSO

    manifold

    multiphasepump

    Subsea monitoring& control data

    multiphase

    meter

    flowline

    measurements

    IAM Visualization

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    Business value of these new operating tools achieved

    through improved operations efficiency, integritymanagement, and organizational performance, byintegrating activities around reservoir, wells,pipelines, facilities, and commercial decision-making

    Near Real-Time Field Data and Model Results Monitoring

    Map-based Visualization

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    Near Real-Time Field Data and Model Results Monitoring

    IAM Online Model Calculations

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    Differential Line Pressure (actual versus model

    calculated)

    Pipeline resistance (DP/Q)

    Mixture Velocity

    Erosion Rate (Salama)

    Corrosion Rate (de Waard)

    Liquid Hold-up

    Model Error Tracking

    Reservoir Inflow

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    Inflow Performance Relationship (IPR):Production rate as a function of flowing wellbore pressure, (Pwf).

    Productivity Index under-saturated oil reservoir

    PI = Qo/ (PR- Pwf) Linear

    Vogels equation below the bubble point pressure

    Qo= Q

    omax(10.2 P

    wf/P

    R0.8 (P

    wf/P

    R)2)

    where Qomaxis a hypothetical maximum rate at Pwf = 0

    The following equation can be used when Pwf < PB< PR

    Qo= PI (PR- PB) + 0.5 PI / PB(PB2Pwf2)

    For Gas Wells (back pressure equation):

    QG= Cp [ (PR)2(Pwf) 2]n for 0.5 < n < 1.0

    Qomax

    Pwf

    Qo

    Oil Production Rate

    FlowingBot

    tomHolePressure

    Slope = 1 / PI

    Pr

    Productivity Index

    in Under-Saturated Reservoirs

    Example I1 - Oil Well IPR

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    Since test pressure (1234 psi) < BPP (2222 psi)

    PI = Qo/ [(PR- PB) + 0.5 / PB(PB2Pwf

    2)]

    = 1.07 bpd/psi

    Qomax= Qo/ (10.2 Pwf /PR 0.8 (Pwf /PR)2)

    = 2792 bpd

    Calculate Qofor a range of Pwfusing the equation:

    Qo= PI (PR- PB) + 0.5 PI / PB(PB2

    - Pwf2

    )

    Where: PR = 3636 psi

    PB = 2222 psi

    PI = 1,07 bpd/psi

    The maximum rate is 2713 bpd (at Pwf= 0)

    From a well test, the bottom-hole pressure was measured as 1234 psi at a rate of 2345

    bpd. The static pressure in the reservoir after the well was shut-in for 48 hours was

    measured as 3636 psi. Lab tests show that the bubble point pressure at the reservoir

    temperature of 200 deg F was 2222 psi. Determine the productivity index and

    absolute open flow potential and use these values to plot the IPR curve for the well.

    0

    500

    1000

    1500

    2000

    2500

    3000

    3500

    4000

    0.0 1000.0 2000.0 3000.0

    Pressure vs. Rate

    Rate (bpd)

    Pressure(psi)

    Example I2 - Integrated Production System

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    An integrated gas production system extends from the reservoir through the wellbore,

    pipeline and compressor flowing into the separation facilities. Estimate the delivery

    capacity to a downstream trunk line operating at a fixed pressure of 1000 psia.