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Theme A6: CO 2 Transport Infrastructure Newcastle University P.N. Seevam, J.M.Race, M.J.Downie,

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Page 1: Theme A6: CO 2 Transport Infrastructure Newcastle University P.N. Seevam, J.M.Race, M.J.Downie,
Page 2: Theme A6: CO 2 Transport Infrastructure Newcastle University P.N. Seevam, J.M.Race, M.J.Downie,

Theme A6:CO2 Transport Infrastructure

Newcastle UniversityP.N. Seevam, J.M.Race , M.J.Downie,

Page 3: Theme A6: CO 2 Transport Infrastructure Newcastle University P.N. Seevam, J.M.Race, M.J.Downie,

• Effect of impurities on physical properties of CO2 and equations of state

impacts pipeline design – pipeline hydraulics, avoidance of hydrate formation & two phase flow etc

• Transient conditions (e.g. blow down , start up & shutdown) need special consideration for avoidance of two-phase conditions

• HSE/ Regulatory/Design codes issues needs to be defined as it is important in pipeline routing.

• Risk of long running brittle fractures (due to cooling effects around leaks) and long running ductile fractures (due to phase changes during depressurisation). Crack arrestors fitted in USA. Impurities?

• Network design, development, operation and management (metering & custody transfer etc)

• Strategy for development of infrastructure – how much CO2 to collect, when. Top 16 sources account for around 40% of CO2 output

Pipeline Issues

Page 4: Theme A6: CO 2 Transport Infrastructure Newcastle University P.N. Seevam, J.M.Race, M.J.Downie,

Offshore Pipelines: Additional Issues

• No experience of transporting CO2 for long distances offshore. The only subsea CO2 pipeline that has been laid is the Snohvit pipeline

• Pressures typically 50 to 200 bar for existing offshore pipelines. Maintaining sufficiently high pressures for delivery specifications could be a problem

• Availability of existing infrastructure- Trunk lines etc• Upgrading existing infrastructure for EOR• Integration of onshore and offshore networks• Decommissioning Vs. Re-use• Pipeline integrity and fitness for purpose in re-use

• Hydrostatic pressure may be mitigating factor with regard to brittle fracture

• Impurities introduce variables in most aspects of CO2 transport.

Page 5: Theme A6: CO 2 Transport Infrastructure Newcastle University P.N. Seevam, J.M.Race, M.J.Downie,

D0

50

100

150

200

-100 -72 -44 -16 12 40

Temperature / degC

Pres

sure(

Bar)

Vapour CO2

Liquid CO2

Solid CO2

Dense Phase CO2

Phase Diagram for pure CO2

Supercritical

©

Pipeline Operating Region

Existing CO2 Pipelines for EOR in the USA: HIGH PRESSURE(140-200bar) ONSHORE (dessert terrain) and mostly NATURAL

sources solely for EOR

Page 6: Theme A6: CO 2 Transport Infrastructure Newcastle University P.N. Seevam, J.M.Race, M.J.Downie,

Operating Conditions

CO2 properties are unusual compared to otherfluids transported near the critical point by pipeline: Pipeline temperatures for nitrogen and methane are well

above their critical point . Oil and water operate at pressures lower than their

critical values.

No

Ph

ase C

han

ge

CD

0

20

40

60

80

100

120

140

-200 -67 67 200 333 467 600

Temperature / degC

Methane

Oil (MW 353)

Nitrogen

WATER

CO2

Ethylene

C (374C, 221Bar)

(31C,73.8bar)

(539C,9.9bar)

(-82.7C,40.7bar)

(-147C,34bar)

Pre

ssur

e (b

ar)

(9C,50.2bar)

Phase Envelopes for Various Fluids transported by pipelines

©

Pipeline Operating

Region Impurities Introduce

more variables for CO2

Page 7: Theme A6: CO 2 Transport Infrastructure Newcastle University P.N. Seevam, J.M.Race, M.J.Downie,

Effect of Impurities on CO2 Pipeline Transport

Pipeline risk modelling E.g. Dispersion modelling , Health and safety.

Hydraulics - 2 phase flow, transients, hydrates , pipeline capacity and compression

Non metallic components Elastomers. CO2 diffuses into

elastomers under pressure and pressure release may cause

explosive decompression and blistering." All elastomers are permeable to CO2”; use high

durometer elastomers (>90).Pipeline Inspection Tools

Impurities could potentially change the diffusion characteristics.

Fracture due to slow decompression wave speed. The Decompression characteristics depend on gas composition

Impurities affect water solubility and consequently corrosion.

Power station impurities such as SOx, NOx and Ar have not been transported

EOR and Storage have different requirements.

Page 8: Theme A6: CO 2 Transport Infrastructure Newcastle University P.N. Seevam, J.M.Race, M.J.Downie,

Change in width & shape of phase envelope-2 phase flow region

Critical temperature and pressure .

Supercritical area reduction as % impurity increases.

Impurity Interaction Solid Freeze out

components (hydrates) Liquid region

reduction/elimination

Physical Properties – Phase Envelopes for CO2 with Impurities

CC

C

C

0

10

20

30

40

50

60

70

80

90

100

-10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60

Temperature /°C

pure CO2

95%CO2+5%N2

90%CO2+5%N2+5%CH4

90%CO2+5%N2+5%NO2

95%CO2+5%NO2

95%CO2 +5% H2

Pres

sure

(bar

)

Src: US Dept. of Interior

Page 9: Theme A6: CO 2 Transport Infrastructure Newcastle University P.N. Seevam, J.M.Race, M.J.Downie,

Recompression Distance Vs % Impurity

5% H2 is not economical in terms of number of compressor stations

Compressor Power is also effected by amount , type and combination of impurities.

©

0

20

40

60

80

100

120

140

160

180

200

220

240

260

280

300

320

109876543210

% impurity

H2H2SCH4NO2SO2O2N2ArCO

Recom

pre

ssio

n d

ista

nce (km

)

Page 10: Theme A6: CO 2 Transport Infrastructure Newcastle University P.N. Seevam, J.M.Race, M.J.Downie,

Effect of Impurities on Pipeline Capacity

CompositionMass

Flow rate(kg/s)

Vol. Flow rate

(m3/s)

% Deviation from pure CO2

Mass Flow Rate

Vol. Flow Rate

Pure CO2 85.68 108.10 - -

95% CO2 + 5% N2 81.92 44.68 -4.39 -58.67

90% CO2 + 10% N2 68.65 38.08 -19.88 -64.77

95% CO2 + 5% CH4 82.11 45.37 -4.17 -58.03

90% CO2 + 10% CH4 78.01 44.56 -8.95 -58.78

95% CO2 + 5% H2 76.48 43.17 -10.74 -60.06

90% CO2 + 10% H2 56.19 33.22 -34.42 -69.27

95% CO2 + 5%Ar 83.7 45.02 -2.31 -58.35

90% CO2 + 10%Ar 80.68 43.63 -5.84 -59.64

90% CO2 + 5% CH4+ 5% N2 77.5 43.63 -9.55 -59.64

90% CO2 + 5% H2+ 5%Ar 62.02 35.07 -27.61 -67.56

90% CO2 + 5%Ar + 5% CH4 79.32 44.10 -7.42 -59.21Calculation is done for a pipeline segment with its flow adjusted to operate at a pressure drop of 0.0001bar/m with an internal diameter of 15”(OD=16”) and an ambient temperature of 5C

©

Page 11: Theme A6: CO 2 Transport Infrastructure Newcastle University P.N. Seevam, J.M.Race, M.J.Downie,

Diameter as a Function of CO2 Mass Flowrate for variable Inlet Pressures

0

5

10

15

20

25

30

35

40

0 10 20 30 40 50 60 70 80 90 100

Mass Flow Rate (Mt/Yr)

150 bar

175

200

225

250

Dia

met

er "

100km CO2 pipeline with outlet pressure of103 bar.

Page 12: Theme A6: CO 2 Transport Infrastructure Newcastle University P.N. Seevam, J.M.Race, M.J.Downie,

Example 2030-2050 EU scenario

40 inch trunk pipelines,250 miles at 100 bar with consideration to erosional velocity pipeline maximum capacity,

pure CO2 , compression occurs when pressure falls to 80 bar.

5.316.0

5.914.67.9

24.0

8.8

21.910.6

32.0

11.7

29.2

0

10

20

30

40

50

60

70

80

pipelines pumps pipelines pumps

2000 1800

Flow Rate (kg/s)

No

of

Co

mp

/pip

elin

es

20 Gt scenario

15 Gt Scenario

10 Gt Scenario

Page 13: Theme A6: CO 2 Transport Infrastructure Newcastle University P.N. Seevam, J.M.Race, M.J.Downie,

Conclusions

Design and operation of CO2 pipelines requires careful consideration due to the unique properties of supercritical CO2 both with and without impurities. The type, combination and quantity affects the physical & Transport properties of CO2 ( density & compressibility - product metering, compression, water solubility and flow assurance affected etc

Recompression Distance ,Compressor power and pipeline capacity are directly affected by the type, combination and quantity of impurities.H2 having the greatest impact. Offshore costly. Generally, 2-Phase region , Tc & Pc increases with increasing amount of impurities thus reducing operating margin of pipeline. Initial inlet pressure needs to be increased to reduce the number of pumps and compressors

Constraints are placed on CO2 pipeline infrastructure by the requirement to minimize cost, maintain reliability, and sustaining flexibility of operation with changing composition, upsets, sales and supply, the capture of CO2 for sequestration could possibly introduce high levels of impurity to break even between CAPEX and OPEX.

Network analysis, transient flow (particularly from variable sources), flow assurance due to the cyclic operation of power plants and risk assessment will also have to be addressed if CCS is going to be implemented. This work is on-going at Newcastle University.

The infrastructure development varies between scenarios. Important in meeting targets in a cost effectively.

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Page 14: Theme A6: CO 2 Transport Infrastructure Newcastle University P.N. Seevam, J.M.Race, M.J.Downie,

Thank You

Page 15: Theme A6: CO 2 Transport Infrastructure Newcastle University P.N. Seevam, J.M.Race, M.J.Downie,

Summary of Progress Update at Newcastle.

Technical & Regulatory requirement (Completed): Fundamental knowledge of hydraulics have been

established. Model validation with real-time pipeline data. Regulations and design codes.

Input data into scenario models which include source and sinks – Transport scenario building (ongoing)

Identification of sources and sinks - large sources will be chosen. Awaiting input for sinks.

Material issues Network dev. and mgmt Existing Infrastructure – availability in the North Sea

Update on analysis and issues………..

Page 16: Theme A6: CO 2 Transport Infrastructure Newcastle University P.N. Seevam, J.M.Race, M.J.Downie,

Density – CO2 with 5% Impurity

0

200

400

600

800

1000

1801601401201008060402010

Pure CO2HydrogenNitrogen DioxideNitrogenArgonHydrogen SulphideOxygenSulphur DioxideCarbon MonoxideMethane

Pressure (bar)

Page 17: Theme A6: CO 2 Transport Infrastructure Newcastle University P.N. Seevam, J.M.Race, M.J.Downie,

Contacts

Patricia Seevam – Research [email protected]

J.M. Race – Lecturer in Pipeline Engineering [email protected]

M.J. Downie – Professor of Technology in the Marine Environment [email protected]

©