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0 MSc O&G and Subsea Engineering Flow Assurance Introduction to Key C oncepts in Flow Assurance Tom Baxter, Senior Fellow Chemical Engineering Technical Director, Genesis Oil and gas Consultants

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Page 1: Flow Assurance Introduction

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MSc O&G and Subsea Engineering

Flow Assurance

Introduction to Key Concepts in Flow Assurance

Tom Baxter, Senior Fellow Chemical Engineering

Technical Director, Genesis Oil and gas Consultants

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Subsea Pipeline Flow Assurance

• Introduction to Flow Assurance

• Offshore infrastructure

• Key challenges

• Phase behaviour

• Multiphase flow• Heat transfer

• Production chemistry - hydrates, wax, scale and asphaltenes

• System integrity – corrosion, erosion

• Operations

• Subsea processing

• Conclusions and key messages

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Flow Assurance

Flow assurance encompasses the thermal-hydraulic

design and assessment of multiphase production/transportsystems as well as the prediction, prevention, andremediation of flow stoppages due to solids deposition(particularly due to hydrates and waxes). In all cases, flow

assurance designs must consider the capabilities andrequirements for all parts of the system throughout theentire production life of the system.

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Subsea Systems

The fluids within a subsea pipeline arecategorised as;

• Single phase liquid – export oil,

injection water

• Dry gas – export gas, lift gas

• Wet Gas - export gas, lift gas

• Multi-phase fluid – production fromsubsea well

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Platform Infrastructure

Gas Oil

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Subsea SystemsSubsea – Platfrom Infrastructure

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Concept Hosts - Steel Jackets

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Harding

Elgin

Shah Deniz

TPG/Jack-Ups

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Semi-SubmersibleSemi-Submersible

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Semi-Submersible

BP’s Thunder Horse (GOM)

production-drilling-quarters (PDQ) isthe world's largest production semi-

submersible ever built. The platform'stopside area is the size of threefootball fields.

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SPAR

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Concrete

Hibernia

Brent D

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Ice Scour Protection

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The turret is a key part of many FPSOs. It is the point around which the FPSOweather vanes and at which all risers are gathered. The number of risers is the key

parameter which defines the diameter and size of the turret. The turret is also thepart of the FPSO which is moored to the seabed. Any turret therefore has a “fixed”

part (moored to the seabed) and a rotating part (part of the hull).

There are many designs of turret available. Turrets can be designed to bepermanent or disconnectable (e.g. Cossack Pioneer, Australia). They can also beinternal or external.

 A key component of a turret system of the swivel which contains fluid path swivelsto transfer all production and utilities fluids from the fixed to the rotating part of theFPSO.

Liquid Flowpath

Leak recuperation path Seal OilLeak Rec. path

Gas Path

Turrets

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Sevan FPSO

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Greater Plutonio – Spread Moored

Hull does not weather vane – suitable for consistent directional environmentalloadings

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Depth Summary

O h T i l

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Onshore Terminals

Oil T i l F ti

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Oil Terminal Functions

• Basic oil terminal functions are:

• Reception of crude oil from pipelines or shuttle tankers• Stabilisation of crude oil (including dehydration/desalting, gas/water

treatment)

• Fractionation of associated gas into:

• Lighter gases (methane and ethane) normally used as fuel for

power generation• Propane (LPG)

• Butane(LPG)

• Storage of stabilised crude and LPG

• Export / trans-shipment of productsinto tankers or pipelines fordistribution to refineries for furtherdownstream processing

G T i l F ti

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• Gas dehydration

• Removal of natural gasliquids – ethane,propane, butane andheavier components

• Removal of carbon

dioxide and sulphurdioxide

• Removal of otherunwanted components

 – mercaptans, mercury

Gas Terminal Functions• Gas terminals are intermediate gas treatment

facilities collecting partially processed gas from

offshore facilities and pipelines.

• Reception of gas from pipelines

• Treatment of the gas for sale to the onshoregas grid;

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The Main Challenges

• Accurate prediction of :

• Pressure profile

• Temperature profile• Flow Instabilities:

• Slugging

• Pipeline Blockages:

• Hydrates

• Wax

•  Asphaltenes

• Scale

• Loss of Containment:

• Corrosion• Erosion

Much of the flow assurance challengereduces to identifying, understanding

and managing uncertainty

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Deep Water Challenges

• Remote and inaccessible.

• Low ambient water temperatures.• Long distance tie-backs.

• Long risers – hydrostatic head.

• Extremely high cost of intervention.

• Complex subsea systems.

BP operated Nakika floating production facility in1930m water depth in the Gulf of Mexico

FPSO Espirito Santo moored in 1789m in theCampos Basin off Brazil

Minimise hardware CAPEX while assuring OPERABILITY

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Single-component Phase

Behaviour

Critical Point

Triple Point

Liquid

Gas

Solid

Dense PhaseSupercritical

Superheated

Gas

Temperature

   P  r  e  s  s  u  r  e

R i Fl id

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Reservoir Fluids

METHANE &

ETHANE 

CARBON DIOXIDE

HYDROGEN SULPHIDE 

SAND 

WATER 

LOWEST

BOILING POINT 

HIGHEST

BOILING POINT 

gases

naphtha

gasoline

kerosene

diesel oils

Lubricating

oils

Fuel oil

residue

Propane and butane gas for lighter fuel

& camping stoves

Chemicals for medicines, plastics, paints,

cosmetics & clothing materials

Petrol for vehicles

Jet fuel and paraffin

Diesel fuel

Machine oil, waxes and polishes

Fuel for ships and central heating

Bitumen for road surfaces and roofing

materials

SUBSTANCE  USES 

Other components which may

require treatment/considerationare;

• Hydrogen Cyanide (HCN)

• Carbonyl Sulphide (COS)

• Carbon Disulphide (CS2)

• Mercaptans (RSH)

• Nitrogen (N2)

• Sulphur Dioxide (SO2)• Mercury

The proportions of the components will vary depending on field type.

Oil d G C tR i Fl id

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20 

40 

60 

80 

100 

120 

140 

-100 -80 -60 -40 -20 0 20 40 60  

   P  r  e  s  s  u  r  e   (   b

  a  r  a   )

Temperature (C)

Multi-component Phase

Behaviour

Cricondenbar

   C   r   i   c   o   n    d   e   n   t    h   e   r   m 

Critical Point

Liquid

MultiphaseGas

10%

20%

30%

70%

50%

40%

Dense Phase

Wellhead

Host

Liq ids and Gases

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Liquids and Gases

• Incompressible - Liquids offer resistance tocompression. Volume changes are negligible with

pressure.

• Compressible - Gases and vapours are compressible.

Volume changes with pressure. Density changes with

pressure.

Key physical properties;

• Density• Viscosity

• Specific heat

• Thermal conductivity

Pressure Loss Friction

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Pressure Loss Friction

The prediction of the pressure in a pipeline system is a keyelement of subsea pipeline design. Pressure losses will becritical to predicting whether a well will flow to host, the size ofthe pipeline required, the mechanical design of the pipe, thematerials of construction, requirement for gas lift.......

 D

v L  f   P   f  

2

2  

The analysis of pressuredrop in multi-phase flow issignificantly more complexthan single phase flow .

Head and Pressure

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Head and Pressure

If the pipeline flows vertically (riser) or down/uphill, in addition to frictionanother pressure loss occurs due to the change in elevation (change in

potential energy). This is referred to as head elevation losses/gain. It isdependent upon fluid density.

Determination of

density in multi-phasesystems can be difficultdue to phase slippage.

Gas Lift

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Gas Lift

Lift gas is delivered from

the receiving facility. The liftgas is introduced into theproduced fluids reducingthe system density.

The gas compressionfacility on the host has tohandle returning lift gas andthe gas associated with theproduced oil.

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The well and subsea hydraulics

must be matched with the

reservoir characteristics

Horizontal Flow Regimes

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Horizontal Flow Regimes

Vertical Flow Regimes

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Vertical Flow Regimes

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Multiphase Flow Maps

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Slug Flow

• Unstable flow - intermittent slugs / surges of liquid and gas delivered to

downstream processing facilities

• Perturbations in gas and liquid flow can cause serious control problems with

receiving process plant

• Three mechanisms by which slug flow can develop during normal steady state

operation:

- hydrodynamic - flow regime based.

- terrain - undulating seabed.- “severe” riser slugging (a form of terrain induced).

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The Severe Slug

Overall Heat Transfer Coefficient U

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q

  f  T 

aT 

oT 

iT 

Inside/outside boundary layers:

Overall heat transfer (including fluids):

Inside and outside film coefficients canbe estimated from empirical correlations.

aooo   T T  Ahq  

i  f  ii   T T  Ahq  

a  f  

oo

ii

T T q Ah

 R Ah

 

  

   11

a  f     T T UAq     ref 

 

  

   

  oo

n

m   m

mimo

ii   hd k 

r r 

hd l 

 A

1

2

ln11

ref where:

Overall Heat Transfer Coefficient, U

Units for U  are Watts per square metre per Kelvin (W/m2/K).

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Heat Transfer - Flowing Pipeline

Heat loss from fluid :  xdx

dT cm x

dx

dT T T cmdq

  f  

 p

  f  

  f    f   p             

  

  

  

 

Heat loss through wall :  a  f     T T U  xd dq        ref 

Temperature decays exponentially, if fluid properties and OHTC are constant 

a  f  

 p

  f  T T 

cm

U d 

dx

dT 

ref     x

cmU d 

a  f  

a  f     peT T 

T T   

ref 

1

 

Equate heat loss and integrate: 

  f  T    xdx

dT T 

  f  

  f       

 x  

dq

 x

m1  f  T 

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OHTC = 0.8 W/M2DegC

OHTC = 2 W/M2DegC

OHTC = 10W/M2DegC

Heat Transfer – Identification of U

Value

Insulation

can be veryexpensive.

S

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Pipeline Insulation Systems

• Insulation systems are classed as WET  or DRY , depending onwhether the insulation is contained inside a structural carr ier

pipe

Solid insulating material(at ambient pressure)

 Anti-corrosion

coating

Pipeline

External hydrostatic pressure transmittedthrough insulation (liable to crushing)

 Anti-corrosioncoating

Pipeline

Typical Wet Insulation System

Carrier Pipe

Foamed or blanket wrapinsulating material (at orbelow atmosphericpressure)

External hydrostatic pressuretaken by carrier pipe

Typical Pipe-in-pipe Insulation System

W t I l ti S t

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Wet Insulation Systems

• Deepwater wet insulation is typically based on

syntact ic p olyurethane  (SPU).• SPU is solid PU containing a matrix of microscopic low

conductivity microspheres. 

• Microspheres are typically ceramic  for moderate depths(low conductivity but relatively poor collapse resistance)and glass for extreme depths.

• Theoretically applicable in depths down to 2800m

• Limited maximum temperature at about 115 ° C

• Alternatives can be based on composi te

polypropylene  (PP) systems

• Composed of a layer of foamed PP surrounded by athick layer of solid PP

• PP has higher operating temperature at about 155 ° C

• Typical OHTCs in the range 2.0 to 3.5 W/m 2  /K

Bredero Shaw ThermoFlo® SPU system

Bredero Shaw Thermotite® PP systemMajor suppliers include Dow Hyperlast, Bredero Shaw and EUPEC

D I l i S

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Dry Insulation Systems

• Dry insulation must be contained

in a structural carrier pipe

• Carrier pipe must be watertight  andcollapse resistant

•  Annulus may be at or below

atmospheric pressure

• Insulating materials include:

• polyurethane foam (Logstor, Bredero Shaw,EUPEC)

• microporous silica blanket wrap (Aspen

 Aerogels, Cabot, InTerPipe) 

• mineral wool (Rockwool)

• Microporous and mineral woolbased materials offer low OHTC

and high temperature service

• OHTC ~0.7 W/m2  /K

• Max temperature >200 ° C

 Aspen Aerogels – Pyrogel®

Outer pipe providesmechanical protection for

insulating material.

H t d Fl li C t

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Heated Flowline Concepts

• Two basic concepts for heating a subsea

flowline• Convective heating or “Hot Water” systems 

• Electrical heating

• Hot water systems can be direct or indirect

• Direct heating systems have the heating medium

flowing round the outside of the production pipe(annulus heated systems)

• Indirect heating systems have heating pipes bundledwith production pipes in a common carrier

• Electrical systems may also be direct or indirect

• Direct electrical heating (DEH) relies on pipeline steelcarrying the heating current

• Indirect heating systems use induced currents in thepipeline or direct thermal contact with electricallyheated cables

El t i ll H t d S t

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Electrically Heated Systems

• Systems can be Direct Electrically Heated (suitable for single pipe

and pipe-in-pipe systems) or Indirect Electrically Heated (suitablefor bundled applications)

• DEH systems include:

• Closed Loop Single Pipe (grounded and ungrounded)

• Open Loop Single Pipe

• Pipe-in-pipe (centre feed and end feed)• IEH systems include:

• Tube Heating (induction and conduction)

• Trace Heating

• Open loop single pipe DEH is field proven for long North Sea tie-

backs•  Åsgard (8.5km), Huldra (16km) , Kristin (6.7km), Norne (9km),

Tyrihans (43km)

•  Pipe-in-pipe DEH systems are field proven in deep water GoM

• Serrano (6km), Oregano (7.5km), Habanero (17km), Na Kika (section

lengths 2km to 13km)

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Subsea Cooling Spool

H d t

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Hydrates

• Hydrates are crystalline solids formed in

the presence of water and small non- 

polar molecules

• Hydrates are ice-like compounds

• Hydrates form at high pressure  and low

temperature

• Critically, at high pressure hydrates can

form at up to 30 ° C

0.1m3 hydrate ~ 18scm gas!

H d t F ti

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1

10 

100 

1000 

0 5 10 15 20 25 30 35  

   P   r   e   s   s  u   r   e

   (   b   a   r   a   )

Temperature (C)

Methane Ethane Carbon Dioxide Hydrogen Sulphide

Hydrate Formation

• Hydrates form when a small

molecule (guest mo lecule )

stabilizes hydrogen bondsbetween water molecules (host

molecules )

• The host molecules form cages

(12, 14 or 16 sided) round the

guest molecule• Different hydrate types have

different cage configurations

Type I hydrate: 2 x 12 sided cages + 6 x 14 sided cagesType II hydrate: 16 x 12 sided cages + 8 x 16 sided cages

Host

Molecules

Guest

Molecule

Hydrate Management

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yd ate a age e t

There are generally three prevention methods:

1. Water removal.

Free water is removed through separation, and waterdissolved in the gas is removed by drying with tri-ethylene

Glycol or a molecular sieve to obtain water contents which

are sufficiently to prevent water from condensing as the

pipeline contents cool. Clearly this option would not be

possible for a subsea development where unprocessesd

reservoir fluids and transported to a host installation.

2. Maintaining high temperatures

High reservoir fluid temperature may be retained through

insulation and pipe bundling, or additional heat may be input

via hot fluids or electrical heating.

3. Addition of hydrate inhibition chemicals

Chemicals such as methanol (MeOH), mono-ethylene glycol

(MEG) or Threshold Hydrate Inhibitors (THI) can added. These

chemicals suppress the formation of hydrates or prevent

hydrates forming blockages.

H drate Management

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Hydrate Management

• Low Dosage Hydrate Inhibitors• Kinetic inhibitors slow the crystallization

of hydrates but do not provide long termprotection during shut-down.

•  Anti-agglomerates prevent crystals from

sticking together and growing to form apotential blockage.

• Only small quantities required; may bedelivered through conventional umbilical

cores (½ -inch or ¾ -inch)

• Require extensive lab testing and difficult

to predict effectiveness

Oceaneering Multiflex electro-hydraulic umbilical

W

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Wax

• Wax is formed from long chain

paraff ins and naphthenes  

• Wax crystals precipitate out of

solution at low temperatures

• The wax appearance temperatur e

(WAT)  or  cloud po in t  is the

temperature at which wax crystalsfirst appear

• Wax can only deposit if the pipe wall isbelow WAT

• The pour po in t  is the lowest

temperature at which the oil can bepoured under gravity

•  A yield force is required to start fluidsflowing if temperature is below thepour point

Wax Deposition

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Wax Deposition

• Wax solidifies if the fluid temperature is

below WAT

• Wax crystals will remain suspended unlessthere is a temperature g radient

• Deposition of wax occurs as a result of

molecular diffusion and shear dispersion

• Wax may harden over time

• Wax inhibition chemicals used to mitigate

effects,

Concentration gradient influid as heavy moleculessolidify drives lightmolecules away from wall 

WAT 

Tinlet

Tambient

Asphaltenes

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Asphaltenes

• Dark brown or black solids that

precipitate in the presence of n-pentaneor n-heptane

• Asphaltenes are solid particles in a

dispersed phase within the oil

• Flocculate (come out of suspension) as

a result of• Pressure drop

• Gas lift (with rich gas)

• Mixing of incompatible oils

• Asphaltenes do not melt

• Flocculation may be irreversible

• Highly soluble in aromatic compounds

(xylene)

• Asphaltenes are stabilised by the

presence of resins

Other Issues

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Other Issues

Corrosion

Principally results from CO2 dissolved in water(carbonic acid) or by-products of bacterialactivity (microbially influenced corrosion)attacking mild steel.

Scale

Mineral deposits (carbonates and sulphates)

resulting from reductions in solubility withchanging P and T.

 Also occurs when incompatible water streamsare mixed (e.g. injection water plus formationwater).

Other Iss es

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Other Issues

• Solids• Solids (sand and debris) will

deposit along with wax ifvelocities are insufficiently high

• Bottom solids provide sites formicrobial growth (and

subsequent corrosion)• Physical removal by pigging isthe only assured solution

• Emulsions

• Water and oil phases can formstable emulsions if there is

sufficient mixing in the presenceof emulsifying agents

• Emulsions make the fluids non-Newtonian

• Generally, emulsions are more of a problem forprocessing, but can make transportation overlong distances less predictable 

E i

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ErosionThe wastage of material due to mechanical removal of the

material surface by a flowing environment.

Operational Issues Transients

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Operational Issues - Transients

• The principal objective for the Flow Assurance Engineer is to deliver andmaintain an operable system

• Systems must reliably:• start-up with wells and pipelines hot or

cold, depressurised or liquid flooded,

• ramp-up and ramp-down withoutflooding platform based receiving plant,

• shut-down without causing temperature related issues,

• blow-down to safe pressure in a practical time frame without flooding flare systems,

• maintain performance throughout field life.

• Hydrate blockages on start-up of deep-water systems are very high risk• it may not be possible to sufficiently reduce pressures in deep water to dissociate

hydrates – a blockage can potentially write off a subsea pipeline (>$300MM)

Transients/Operating Procedures

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Transients/Operating Procedures

Pipeline Warm Up

INNER WALL SURFACE TEMPERATURE,BRANCH-PIPE [C]

0[s]

1801[s]

3602[s]

5403[s]

7205[s]

9006[s]

1.081e+004[s]

1.261e+004[s]

1.441e+004[s]

1.621e+004[s]

1.801e+004[s]

2.432e+004[s]

4.32e+004[s]

70

65

60

55

50

45

40

35

30

25

20

15

10

5

0

Length [m]Otter to Eider - Steady State Basis and Restart Case 5 - 40 mbd 30% Wcut

2500020000150001000050000

Subsea Blue Skies Future?

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Subsea Blue Skies Future?

• No limit to tie back distance• No offshore production surface facilities• Satellite with broad band control & communications• Through water/ air interface radio communications• Subsea power generation• Beach based or long distance existing platform field control• Subsea storage of produced product with consideration to ‘Cold Flow’ technologies • Intelligent monitoring and safety shut down systems

Subsea Separation

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Subsea Separation

Subsea Water Injection and

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Subsea Water Injection and

TreatmentTraditional topsides

plant includes;

-Filtration-Deaeration-Chemical treatment

-Pumping

Locate on seabed.

Multiphase Metering

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Multiphase Metering

Framo - meter

Seabed Multi-phase Pump

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Subsea Compression

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Subsea Compression

Wellhead pressure reduction allowing increased flowrate and improved recovery.

Cold Flow

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Cold Flow

Laggan Tormore Project

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The overall development concept consists of along distance tie-back of subsea wellsconnected to a new gas processing terminal at

Sullom Voe on Shetland, with further export ofthe processed gas to the UK Frigg (FUKA)pipeline system in the North Sea.The subsea production system offshore willconsist of two identical six slot template-manifolds, with up to eight development wells

required to produce the expected reserves andan initial plateau production rate of 500MMscfd. The commingled, multiphase fluidstream will be transported to shore via two120km, 18” production flowlines. The subseawells will be controlled via an electro-hydraulic

control umbilical with a separate smallerdiameter flowline injecting a continuous streamof MEG to inhibit the production of hydrateswhich can form at the low temperatures andhigh pressures experienced.

Flow assurance is the

enabling technology whichmakes this developmentcommercially attractive.

Key Messages and Conclusions

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Key Messages and Conclusions

• Production fluids are very complex and can block (or restrict)

flow:• Multiphase flow – optimisation of system requires the correct application of

complex thermohydraulic analysis

• Hydrates – high temperatures or bulk chemical injection required, leadingto insulated or heated systems and blow-down or dead-oil displacementstrategies for long term shut-down

• Wax – high temperatures and pigging strategy should be maintained(sometimes inhibitor chemicals)

•  Asphaltenes – careful design to avoid precipitation or chemical treatment

• Scale – chemical injection required

• Corrosion – chemical injection or material selection issues, plus long terminspection strategies (intelligence-pigging)

• Erosion – velocity control and material selection

Key Messages and Conclusions

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Key Messages and Conclusions

• Flow assurance drives architectures and layouts:

• One, two or more production pipelines (slugging, round-trip pigging, deadoil displacement, late field life turn-down)

• Pipeline design (wet insulation, pipe-in-pipe insulation, heated pipelines)

• One, two or more service pipelines (lift gas, wash water, dead oil supply,venting for hydrate remediation)

• Thermodynamic hydrate inhibitor supply (Methanol or MEG servicepipeline)

• Umbilical chemical cores (scale inhibitor, corrosion inhibitor, wax inhibitor,LDHI)

• Manifold functionality (temporary or permanent pig launch facilities, ventarrangements for depressurisation)

Key Messages and Conclusions

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Key Messages and Conclusions

• If the flow assurance analysis isincorrect, the design and operation

of the pipeline and supporting

systems will be flawed and in theextreme the system may be

inoperable.