Pseudo Dry Gas System - Schlumberger

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www.advisian.com www.intecsea.com Pseudo Dry Gas System Steady state and transient analysis September 2019

Transcript of Pseudo Dry Gas System - Schlumberger

www.advisian.com www.intecsea.com

Pseudo Dry Gas SystemSteady state and transient analysis

September 2019

Stranded Gas – Simplified Overview

Rec

ove

rab

le G

as

Fiel

d S

ize

�Bcf

Tie Back Distance �km�

Not StrandedStranded

Step change in cost FPSO / Compression

PDG

Objective

• Present an innovative Pseudo Dry Gas �PDG� separation technology to demonstrate that tie backs far in excess of the current threshold distance can be achieved.

0

500

1000

1500

2000

2500

3000

0 20 40 60 80 100 120 140 160

Wat

er D

epth

(m)

Tie Back Distance (Km)

Single Pipeline Dual Pipelines Subsea Existing / Planned Compression

Indicative limit on dual pipeline design envelope

Indicative limit on single pipeline design

envelope

Underlying Problem

ΔP

Less ← Flowrate → More

ΔP

Smaller ← Diameter → Larger

• Gas pipelines diameter choice is a compromise between lowest well back pressure Vs operability driven by liquids

• More distance =Greater Compromise = Greater Back Pressure =Less Revenue = Lower NPV =Stranded Gas Reserves

Fixed FlowrateGravitational �Slugging�

Gravitational�slugging�Frictional Frictional

Fixed Diameter

Concept

• Compact - Installed as a pipeline in-line structure

• Passive - no moving parts or consumables

• Piggable

5

liquid

Wet gas

‘dry’gas

Configuration

SUTASS Manifold

XT

XT

Production Umbilical

Multiphase Flowline

Liquid Flowline

Gas Flowline

Power < 300 kWPower < 45 kW

Power < 45 kW

Processing Facilities

Booster Pump

Mini Pump

Mini Pump

NOTE: Reference Emerging Subsea Boosting Technology Insert

• Multiple PDG units are installed in-line and are piggable. Liquids are removed via small diameter pipe and small single phase centrifugal pumps �kW�

• Power, telecommunications cables, hydrate inhibitor such as MEG and other service lines are deployed by means of an umbilical.

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Case Study

• Trunkline; 170km long• WD 0-1800m, no escarpment• Two manifolds and 9 satellite wells

DESIGN REQUIREMENTSDesign Flow Rate = 880 MMscfdTurndown Rate = 380 MMscfdArrival Pressure Early Life = 60 baraArrival Pressure Late Life = 30 baraLGR = 12 bbl/MMscf

170km

13 km

Infield flowlines between 2-5 km

Onshore

• 6 PDG units required• Efficiency linked to fluid conditions• Last PDG 80km from shore

PDGS Enabled Tie-back Hydraulics

0

20

40

60

80

100

120

140

160

60 bara, 880 MMScfd 60 bara, Turndown 30 bara, 880 MMScfd 30 bara, Turndown

Req

uire

d Pi

pelin

e In

put P

ress

ure

Standard FA (30") PDG System (36") Dry Gas (36")

• 55 to 80 bar reduction in wellhead back pressure across design cases

70-120+ bar in actual studies 1

Bcf/d

PDGS Enabled Tie-back Hydraulics

0.001

0.010

0.100

1.000

10.000

100.000

0 20 40 60 80 100 120 140 160 180

Trun

klin

eLi

quid

Hol

dup

(%)

Horizontal Distance (km)

Std FA - 880MMscfd - 30in TL PDGS - 880MMScfd - 36in TL

% on log scale

Effective Dehydration

No membranesNo consumablesNo pressure loss

Suppression of hydrocarbon phase

PDGS Gas Condensate Behaviour

• Analogues of subsea gas systems have shown that the condensates continue to drop out of the gas after it reaches ambient temperatures due to pressure loss

• The drop out slows down / stops once the ambient temperature increases due to pipeline moving into shallower waters

Figure – Typical phase envelope

Figure – Typical Liquid drop out behaviour

OLGA 2017 – HD module

• Dynamic Steady State

• Turndown

• Ramp-up

• Shutdown

• Restart

Operational Performance

Turndown

Lower Minimum Stable Flow

Wet Gas Pipeline Minimum Stable Flow –380 MMscfd

* after 8 months operation

Flow Rate �MMscfd�

Wet Gas Total Liquid Content�m3�

PDG Total Liquid Content�m3�

880 2053 264

250 10857 258

100 42579 5183*

Shutdown

Liquid drains back to the separators

Liquid pumped back to shore

Extreme shutdown ~5000m3 can be drained

But time dependent:

• Pump size

• Liquid drainage to separator

• Gas sweeping to speed up drainage

Ramp-Up & Restart

Low liquid arrival rates onshore – no slug catcher needed

Development Plan2017 - Initiation

Pseudo Dry Gas incepted as an ideaFirst funding gained for engineering

definition and CFD studies

2018 – Engineering DefinitionAll related hardware & power systems at TRL 5-7Liquid removal at TRL2 OGTC joint study on known stranded gas fields. A number of Operators and tier 1 contractors joined the project

2019 to 2020 – Prototype (Flow Loop) First Prototype tests completed

Liquid removal to TRL4 Work with OGTC to identify pilot test

Operator / contractor collaboration opportunities

2021 - 2022Install fully functioning pilot

TRL1

TRL2

TRL4

TRL6

2018 / 19

• Kicked off a techno-economic study for the Oil and Gas Technology Centre (OGTC) to assess the potential benefits of the PDG technology; within their portfolio of subsea initiatives (marginal, long distance, deep water)

• Testing of a prototype in lab conditions (CranfieldUniversity (UK))

• Open to work with other Operators/ Organisations• Proof of concept studies• Invitations to participate

in peer reviews15