MATTRAN: Materials for Next Generation CO2 Pipeline Transport Systems - Julia race

UK Carbon Capture and Storage Research Centre
UK Carbon Capture and Storage Research CentreUK Carbon Capture and Storage Research Centre
Dr Julia Race 2 UKCCSRC Biannual Meeting 2nd-3rd April 2014
Carbon Dioxide Transport
Infrastructure for the UK
Research Activities
at the
Newcastle University
MATTRAN
Materials for Next Generation Pipeline
Transportation: Findings on Impurities
UKCCSRC Biannual Meeting
2nd-3rd April 2014
MATTRAN Project Aims
Overall Aim
• to resolve the principal material issues required to allow the near
term implementation of CO2 transport, and thereby of CCS itself.
Sub-aims
• to define and predict the conditions under which corrosion,
degradation and internal cracking will occur;
• to validate the predictions with experimentation and modelling;
and
• to specify the material properties and/or CO2 stream composition
required to prevent or control corrosion, degradation, cracking
and fracture propagation.
Dr Julia Race
2
UKCCSRC Biannual Meeting
2nd-3rd April 2014
Project Overview
MATTRAN Project Overview
Project Timescale 46 months (October 2009 to July 2013)
Project Budget £1,543,874
Academic Institutions Involved Five
Co-investigators Eleven
Post Doctoral Research Associates Seven
PhD Students Four
Dr Julia Race
3
UKCCSRC Biannual Meeting
2nd-3rd April 2014
Materials for Next Generation CO2
Transport Systems (MATTRAN)
WP3: Pipeline
Specification
WP4: Internal Corrosion
& Degradation
Investigation
WP1: CO2 Stream
Specification
WP2: Phase & Dew
Point Determination
WP6: Fracture
Control
WP5: Internal Stress
Corrosion Cracking
Investigation
WP7: Synthesis
& Dissemination
Dr Julia Race
4
UKCCSRC Biannual Meeting
2nd-3rd April 2014
Key Findings
WP Project findings
WP1
The likely ranges of non-CO2 components from major industrial and power plant sources have been identified. This
work has updated the previous knowledge in this area and, in particular, allowed realistic experimental protocols to
be defined for testing in CO2 streams containing impurities.
WP2
A novel, numerically cheap equation of state has been produced that more accurately describes the phase and
density behaviours of CO2 mixtures.
Reliable methods for reproducibly making dilute mixtures of impurity gases in CO2 with well-defined compositions
have been developed.
The published database of densities of key CO2 binary and ternary mixtures as a function of temperature and
pressure and the boundary in temperature/pressure space between single and multiple phases in these mixtures
has been extended.
WP3
The effects that different impurities have on key aspects of pipeline design, operation, integrity and health and
safety have been investigated, and new requirements that need to be considered when specifying the maximum
levels of these impurities for entry into the pipeline system have been proposed.
A best practice for conducting hydraulic modelling using commercially available software has been proposed and
published. The hydraulic modelling approach developed in the MATTRAN programme has allowed the effect of
impurities on pipeline network design to be investigated.
Dr Julia Race
5
UKCCSRC Biannual Meeting
2nd-3rd April 2014
Phase Equilibrium & Solubility Test
Apparatus
Phase equilibrium test
equipment
Water solubility test equipment
Dr Julia Race
6
UKCCSRC Biannual Meeting
2nd-3rd April 2014
Database Extension
• New density data of key CO2 binary and ternary
mixtures (660 data points)
– CO2 + H2 (xH2 = 2%, 7.5% 10%)
– CO2 + N2 + H2 (xN2 = 5% and xH2 = 5%)
– 15 – 60 oC and pressures up 23 MPa (3300 psia)
• New phase equilibrium data of CO2 binary and ternary
mixtures (87 data points)
– CO2 + N2 (xH2 = 2%)
– CO2 + H2 (xH2 = 5%)
– CO2 + N2 + H2 (xN2 = 2% and xH2 = 3%)
– 0 – 30 oC
• New data of water solubility in CO2 with N2 as an impurity
– H2O + CO2 + N2 (xN2 = 5% and 10%)
– 25 and 40 oC
– pressures between 8 and 13 MPa (1200-2000 psia)
Dr Julia Race
7
UKCCSRC Biannual Meeting
2nd-3rd April 2014
Key Findings – Density
Measurements
• A concentration of only
2mol% of H2 in CO2 can
reduce the molar density
up to 25% in the critical
region.
• The effect of H2 on the
density of pure CO2 is
greater than that of N2.
Dr Julia Race
8
UKCCSRC Biannual Meeting
2nd-3rd April 2014
Key Findings – Phase Behaviour
• Compared with pure CO2,
the impurities (both N2
and H2) shift the phase
transition pressure to
much higher values.
• H2 increases significantly
the bubble-point pressure
at a given temperature.
Dr Julia Race
9
UKCCSRC Biannual Meeting
2nd-3rd April 2014
Key Findings – Water Solubility
• Addition of a small amount (10 mol %) of N2 in CO2
decreases the solubility of the water by 12-30% in the
pressure range of 8 - 13 MPa,
40 oC
Dr Julia Race
10
UKCCSRC Biannual Meeting
2nd-3rd April 2014
Materials for Next Generation CO2
Transport Systems (MATTRAN)
WP3: Pipeline
Specification
WP4: Internal Corrosion
& Degradation
Investigation
WP1: CO2 Stream
Specification
WP2: Phase & Dew
Point Determination
WP6: Fracture
Control
WP5: Internal Stress
Corrosion Cracking
Investigation
WP7: Synthesis
& Dissemination
Dr Julia Race
11
UKCCSRC Biannual Meeting
2nd-3rd April 2014
Key Findings
WP Project findings
WP4
A dense phase CO2 dynamic flow loop rig has been designed and built which can test materials in realistic
environments and operation conditions for CO2 transportation. This unique facility is now available for
further academic and industrial research.
The database of corrosion data for pipeline steels, stainless steels and polymers in binary CO2
environments with water has been extended to include CO2-SO2-H2O and CO2-H2S-H2O
WP5
A test protocol for slow strain rate testing of pipeline steels, stainless steel and duplex stainless steel has
been developed to allow the stress corrosion cracking testing of these steels in CO2-H2O environments in
combination with sulphur in the form sulphate, sulphite and sulphide. No stress corrosion cracking has been
observed in these environments for duplex stainless steel, 316 stainless steel or pipeline grade carbon
steels in any of the environmental conditions tested.
WP6
Based on the development of a unique fluid-structure interaction model backed by experimentation, this
study, for the first time, clearly demonstrates running brittle fractures as a highly plausible failure mode in
pressurised pipelines transporting CO2. The model has been applied to identify the range of operating
conditions, and the type of stream impurities that have the most impact on the susceptibility of the pipeline
to undergo brittle fracture.
WP7
The International Forum for the Transportation of CO2 by Pipeline, which ran annually between 2010 and
2013, has been established to disseminate information rapidly to the industry.
Dr Julia Race
12
UKCCSRC Biannual Meeting
2nd-3rd April 2014
Supercritical CO2 Corrosion Test
Apparatus
• Operates above 80 bar, 35oC (capable for up to 700
bar & -50 to 150 deg)
• Runs for several hundred hours depends on
material corrosion and environment
• Continuous monitoring of corrosion by electro
chemical noise & Linear Polarization Resistance
• Offline/online gas composition measurement
(infrared, mass spec)
• Includes several coupon geometry—plates, tubes,
bar, Charpy and tensile coupons
• Non-metallic materials degradation—seals,
lubricants
Dr Julia Race
13
UKCCSRC Biannual Meeting
2nd-3rd April 2014
Summary of tests performed
• Environments tested-2x1100 h exposure tests for
SO2 (500 ppm) and H2S (500 ppm) impurities. All
these environments saturated with water
• Exposed coupons for each environment, in total
30+ metallic coupons and 60+ non-metallic seals
Dr Julia Race
14
UKCCSRC Biannual Meeting
2nd-3rd April 2014
Corrosion data-SO2 environment
Dr Julia Race
15
UKCCSRC Biannual Meeting
2nd-3rd April 2014
Corrosion data - H2S environment
Dr Julia Race
16
UKCCSRC Biannual Meeting
2nd-3rd April 2014
Materials for Next Generation CO2
Transport Systems (MATTRAN)
WP3: Pipeline
Specification
WP4: Internal Corrosion
& Degradation
Investigation
WP1: CO2 Stream
Specification
WP2: Phase & Dew
Point Determination
WP6: Fracture
Control
WP5: Internal Stress
Corrosion Cracking
Investigation
WP7: Synthesis
& Dissemination
Dr Julia Race
17
UKCCSRC Biannual Meeting
2nd-3rd April 2014
Tensile specimen from plate
Slow strain rate
specimen
Test
solution
Closed glass
cell
Condenser
Top seal
Bottom seal
Heating
element
Slow strain rate
specimen
Test
solution
Closed glass
cell
Condenser
Top seal
Bottom seal
Heating
element
SSRT Configuration
Dr Julia Race
18
UKCCSRC Biannual Meeting
2nd-3rd April 2014
Electrochemical Testing
Typical Polarisation Curve for Passive Film Forming Material
Electrochemical Polarisation Cell
Dr Julia Race
19
UKCCSRC Biannual Meeting
2nd-3rd April 2014
Results for Duplex Stainless Steel
• Reducing the temperature or reducing the concentration can
reduce the severe corrosion
• No cracking was observed in any of the tests
Test Environment
Concentration
ppm
Temperature
degC
Potential
mV
UTS
MPa
YS
MPa
El
%
Ra
%
Time
min
Cracking Pitting Corrosion
D1 Air -- 18 -- 698.3 511.2 30.71 69 6306   
D8 Air -- 80 -- 674.2 463 32.4 71 5760   
D2 CO2 -- 80 -140 677.6 476.3 30.16 70 5724   
D3 CO2 + SO4 1000 40 -320 673 446.5 31.1 70 5880   
D4 CO2 + SO4 1000 80 -540 673.9 468.5 31.42 67 5802   
D5 CO2 + SO4 1000 80 -500 667.5 474.9 30.94 67 5844   
D6 CO2 + SO4 1000 80 -400 675.6 458.9 31.81 66 5976   
D11 CO2 + SO4 1000 80 600 701.1 484.4 34.3 67 6150   
D9 CO2 + SO4 1000 80 750 560.7 456.4 6.9 12 1920   
D15 CO2 + SO4 250 80 750 684.6 469.4 29.2 62 5400   
D16 CO2 + SO4 1000 40 750 673.3 511.2 30.4 59 5820   
CO2 + SO3 1000 40 -550 652.78 464.48 31.2 61 5820   
Test conditions Results
Dr Julia Race
20
UKCCSRC Biannual Meeting
2nd-3rd April 2014
Results for Duplex Stainless Steel
• Range of potentials (SCE)
tested from -500mV to
+750mV, potentials up to
+600mV saw no effect on
mechanical properties
• At +750mV large amount of
pitting and surface
corrosion of the material
occurs
Dr Julia Race
21
UKCCSRC Biannual Meeting
2nd-3rd April 2014
Results for 316L Stainless Steel
• Use linear polarisation sweeps to identify electrochemical potentials
(SCE) where cracking may occur in a given environment – Tap
water/CO2/1000ppm SO4
Dr Julia Race
22
UKCCSRC Biannual Meeting
2nd-3rd April 2014
Results for 316L Stainless Steel
• Use linear polarisation sweeps to identify electrochemical potentials
(SCE) where cracking may occur in a given environment – Tap
water/CO2/thiosulphate
Dr Julia Race
23
UKCCSRC Biannual Meeting
2nd-3rd April 2014
Results for 316L Stainless Steel
• No cracking observed in any of the environments tested
• Severe pitting experienced at 600mV in SO4 environment
and at 500mV in thiosulphate environment
Test Environment
Concentration
ppm
Temperature
degC
Potential
mV
UTS
MPa
YS
MPa
El
%
Ra
%
Time
min
Cracking Pitting Corrosion
S1 Air -- 18 -- 761.7 682.9 21.73 73 4728   
S6 Air -- 80 -- 723.7 678 18.7 74 3630   
CO2 -- 80 600 623.4 511 7.95 10 2100   
S2 CO2 + SO4 1000 80 -560 727.8 652.5 16.22 71 1722   
S3 CO2 + SO4 1000 80 -560 710 671.5 15.67 69 3264   
S4 CO2 + SO4 1000 80 -460 728.6 703.8 16.14 70 2034   
S7 CO2 + SO4 1000 80 500 717 600 19.3 70 3390   
S8 CO2 + SO4 1000 80 600 260.8 234.7 2 2 720   
S10 CO2 + SO4 1000 40 600 743 644 21.9 73 4200   
CO2 + thiosulphate 1000 80 -150 710.7 600 15.91 69 3330   
CO2 + thiosulphate 1000 80 100 722.3 643.5 16.93 70 3480   
CO2 + thiosulphate 1000 80 500 462.4 392.4 13.78 72 2400   
CO2 + CO
Test conditions Results
Dr Julia Race
24
UKCCSRC Biannual Meeting
2nd-3rd April 2014
Results for X60 Carbon Steel
• Comparison of electrochemical potentials (SCE) for – tap
water/CO2/1000ppm SO4 , tap water/CO2/1000ppm SO3,tap
water/CO2/CO
Dr Julia Race
25
UKCCSRC Biannual Meeting
2nd-3rd April 2014
Results for X60 Carbon Steel
• No cracking observed in any of the environments tested
• No passivation occurred on electrochemical testing in SO4
thiosulphate or CO environment
Test Environment
Concentration
ppm
Temperature
degC
Potential
mV
UTS
MPa
YS
MPa
El
%
Ra
%
Time
min
Cracking Pitting Corrosion
Air -- 80 -- 603.6 531.2 25.28 77 3720   
CO2 + SO4 1000 80 -600 520.2 483 12.99 70 2760   
CO2 + SO4 1000 80 -400 363.2 321.1 6.69 44 1590   
CO2 + thiosulphate
CO2 + CO
Test conditions Results
Dr Julia Race
26
UKCCSRC Biannual Meeting
2nd-3rd April 2014
Key Findings
WP Project findings
WP4
A dense phase CO2 dynamic flow loop rig has been designed and built which can test materials in realistic
environments and operation conditions for CO2 transportation. This unique facility is now available for
further academic and industrial research.
The database of corrosion data for pipeline steels, stainless steels and polymers in binary CO2
environments with water has been extended to include CO2-SO2-H2O and CO2-H2S-H2O
WP5
A test protocol for slow strain rate testing of pipeline steels, stainless steel and duplex stainless steel has
been developed to allow the stress corrosion cracking testing of these steels in CO2-H2O environments in
combination with sulphur in the form sulphate, sulphite and sulphide. No stress corrosion cracking has been
observed in these environments for duplex stainless steel, 316 stainless steel or pipeline grade carbon
steels in any of the environmental conditions tested.
WP6
Based on the development of a unique fluid-structure interaction model backed by experimentation, this
study, for the first time, clearly demonstrates running brittle fractures as a highly plausible failure mode in
pressurised pipelines transporting CO2. The model has been applied to identify the range of operating
conditions, and the type of stream impurities that have the most impact on the susceptibility of the pipeline
to undergo brittle fracture.
WP7
The International Forum for the Transportation of CO2 by Pipeline, which ran annually between 2010 and
2013, has been established to disseminate information rapidly to the industry.
Dr Julia Race
27
UKCCSRC Biannual Meeting
2nd-3rd April 2014
Key Findings
WP Project findings
WP1
The likely ranges of non-CO2 components from major industrial and power plant sources have been identified. This
work has updated the previous knowledge in this area and, in particular, allowed realistic experimental protocols to
be defined for testing in CO2 streams containing impurities.
WP2
A novel, numerically cheap equation of state has been produced that more accurately describes the phase and
density behaviours of CO2 mixtures.
Reliable methods for reproducibly making dilute mixtures of impurity gases in CO2 with well-defined compositions
have been developed.
The published database of densities of key CO2 binary and ternary mixtures as a function of temperature and
pressure and the boundary in temperature/pressure space between single and multiple phases in these mixtures
has been extended.
WP3
The effects that different impurities have on key aspects of pipeline design, operation, integrity and health and
safety have been investigated, and new requirements that need to be considered when specifying the maximum
levels of these impurities for entry into the pipeline system have been proposed.
A best practice for conducting hydraulic modelling using commercially available software has been proposed and
published. The hydraulic modelling approach developed in the MATTRAN programme has allowed the effect of
impurities on pipeline network design to be investigated.
Dr Julia Race
28
UKCCSRC Biannual Meeting
2nd-3rd April 2014
Projected Pipeline Specifications
DYNAMIS
ECOFYS
Storage EOR
CO2 >95% >95% >95%
H2O <500 ppm <500 ppm <500ppm
SOx <100 ppm <100 ppm Not critical
NOx <100 ppm <100 ppm Not critical
H2S <200 ppm <200 ppm <200ppm
CO <2000 ppm <2000 ppm <2000ppm
H2
Total non-
condensable
gases <4%vol
Total non-
condensable gases
<4%vol
Total non-
condensable gases
<4%vol
Ar
N2
O2 <100ppm
CH4 <100ppm
Dr Julia Race
29
UKCCSRC Biannual Meeting
2nd-3rd April 2014
MATTRAN Concluding Remarks
• At the time of funding, only integrated, inter-
disciplinary academic research programme in CO2
pipeline transportation in the UK
• Raised awareness of the requirement for CO2
transport research
• Still many under-researched areas being
highlighted in CO2 transport
• Requires teams of researchers working in a co-
ordinated manner
Dr Julia Race
30
UKCCSRC Biannual Meeting
2nd-3rd April 2014
Defining Specifications
• A pipeline specification must be considered in the
whole
• Pressure and temperature are also important in
defining pipeline specification
• For hydraulic analysis and fracture control:
– Specification driven by cost benefit analysis
– Limiting constraints determined by geometry and material
properties
• Specification of water critical in the specification of
NOx,, SOx, H2S, O2 and CO.
Dr Julia Race
31
UKCCSRC Biannual Meeting
2nd-3rd April 2014
Defining Specifications
• Some of the drivers have not been considered in
previous specifications e.g. fracture control and
sour corrosion and may drive the specification to
lower limits.
• A cautious approach to the specification of water
would seem prudent in initial stages
• The analysis conducted has indicated that there
are still some uncertainties in the specification
which require further investigation
Dr Julia Race
32
UKCCSRC Biannual Meeting
2nd-3rd April 2014
Acknowledgement
• This work has been conducted under the
auspices of the MATTRAN project (Materials for
Next Generation CO2 Transport Systems) and
the authors gratefully acknowledge the financial
support of EPSRC and E.ON for this research
(E.ON-EPSRC Grant Reference
EP/G061955/1).
Dr Julia Race
33
UKCCSRC Biannual Meeting
2nd-3rd April 2014
Dr Julia Race 2 UKCCSRC Biannual Meeting 2nd-3rd April 2014
1 de 34

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MATTRAN: Materials for Next Generation CO2 Pipeline Transport Systems - Julia race

  • 1. Dr Julia Race 2 UKCCSRC Biannual Meeting 2nd-3rd April 2014 Carbon Dioxide Transport Infrastructure for the UK Research Activities at the Newcastle University MATTRAN Materials for Next Generation Pipeline Transportation: Findings on Impurities UKCCSRC Biannual Meeting 2nd-3rd April 2014
  • 2. MATTRAN Project Aims Overall Aim • to resolve the principal material issues required to allow the near term implementation of CO2 transport, and thereby of CCS itself. Sub-aims • to define and predict the conditions under which corrosion, degradation and internal cracking will occur; • to validate the predictions with experimentation and modelling; and • to specify the material properties and/or CO2 stream composition required to prevent or control corrosion, degradation, cracking and fracture propagation. Dr Julia Race 2 UKCCSRC Biannual Meeting 2nd-3rd April 2014
  • 3. Project Overview MATTRAN Project Overview Project Timescale 46 months (October 2009 to July 2013) Project Budget £1,543,874 Academic Institutions Involved Five Co-investigators Eleven Post Doctoral Research Associates Seven PhD Students Four Dr Julia Race 3 UKCCSRC Biannual Meeting 2nd-3rd April 2014
  • 4. Materials for Next Generation CO2 Transport Systems (MATTRAN) WP3: Pipeline Specification WP4: Internal Corrosion & Degradation Investigation WP1: CO2 Stream Specification WP2: Phase & Dew Point Determination WP6: Fracture Control WP5: Internal Stress Corrosion Cracking Investigation WP7: Synthesis & Dissemination Dr Julia Race 4 UKCCSRC Biannual Meeting 2nd-3rd April 2014
  • 5. Key Findings WP Project findings WP1 The likely ranges of non-CO2 components from major industrial and power plant sources have been identified. This work has updated the previous knowledge in this area and, in particular, allowed realistic experimental protocols to be defined for testing in CO2 streams containing impurities. WP2 A novel, numerically cheap equation of state has been produced that more accurately describes the phase and density behaviours of CO2 mixtures. Reliable methods for reproducibly making dilute mixtures of impurity gases in CO2 with well-defined compositions have been developed. The published database of densities of key CO2 binary and ternary mixtures as a function of temperature and pressure and the boundary in temperature/pressure space between single and multiple phases in these mixtures has been extended. WP3 The effects that different impurities have on key aspects of pipeline design, operation, integrity and health and safety have been investigated, and new requirements that need to be considered when specifying the maximum levels of these impurities for entry into the pipeline system have been proposed. A best practice for conducting hydraulic modelling using commercially available software has been proposed and published. The hydraulic modelling approach developed in the MATTRAN programme has allowed the effect of impurities on pipeline network design to be investigated. Dr Julia Race 5 UKCCSRC Biannual Meeting 2nd-3rd April 2014
  • 6. Phase Equilibrium & Solubility Test Apparatus Phase equilibrium test equipment Water solubility test equipment Dr Julia Race 6 UKCCSRC Biannual Meeting 2nd-3rd April 2014
  • 7. Database Extension • New density data of key CO2 binary and ternary mixtures (660 data points) – CO2 + H2 (xH2 = 2%, 7.5% 10%) – CO2 + N2 + H2 (xN2 = 5% and xH2 = 5%) – 15 – 60 oC and pressures up 23 MPa (3300 psia) • New phase equilibrium data of CO2 binary and ternary mixtures (87 data points) – CO2 + N2 (xH2 = 2%) – CO2 + H2 (xH2 = 5%) – CO2 + N2 + H2 (xN2 = 2% and xH2 = 3%) – 0 – 30 oC • New data of water solubility in CO2 with N2 as an impurity – H2O + CO2 + N2 (xN2 = 5% and 10%) – 25 and 40 oC – pressures between 8 and 13 MPa (1200-2000 psia) Dr Julia Race 7 UKCCSRC Biannual Meeting 2nd-3rd April 2014
  • 8. Key Findings – Density Measurements • A concentration of only 2mol% of H2 in CO2 can reduce the molar density up to 25% in the critical region. • The effect of H2 on the density of pure CO2 is greater than that of N2. Dr Julia Race 8 UKCCSRC Biannual Meeting 2nd-3rd April 2014
  • 9. Key Findings – Phase Behaviour • Compared with pure CO2, the impurities (both N2 and H2) shift the phase transition pressure to much higher values. • H2 increases significantly the bubble-point pressure at a given temperature. Dr Julia Race 9 UKCCSRC Biannual Meeting 2nd-3rd April 2014
  • 10. Key Findings – Water Solubility • Addition of a small amount (10 mol %) of N2 in CO2 decreases the solubility of the water by 12-30% in the pressure range of 8 - 13 MPa, 40 oC Dr Julia Race 10 UKCCSRC Biannual Meeting 2nd-3rd April 2014
  • 11. Materials for Next Generation CO2 Transport Systems (MATTRAN) WP3: Pipeline Specification WP4: Internal Corrosion & Degradation Investigation WP1: CO2 Stream Specification WP2: Phase & Dew Point Determination WP6: Fracture Control WP5: Internal Stress Corrosion Cracking Investigation WP7: Synthesis & Dissemination Dr Julia Race 11 UKCCSRC Biannual Meeting 2nd-3rd April 2014
  • 12. Key Findings WP Project findings WP4 A dense phase CO2 dynamic flow loop rig has been designed and built which can test materials in realistic environments and operation conditions for CO2 transportation. This unique facility is now available for further academic and industrial research. The database of corrosion data for pipeline steels, stainless steels and polymers in binary CO2 environments with water has been extended to include CO2-SO2-H2O and CO2-H2S-H2O WP5 A test protocol for slow strain rate testing of pipeline steels, stainless steel and duplex stainless steel has been developed to allow the stress corrosion cracking testing of these steels in CO2-H2O environments in combination with sulphur in the form sulphate, sulphite and sulphide. No stress corrosion cracking has been observed in these environments for duplex stainless steel, 316 stainless steel or pipeline grade carbon steels in any of the environmental conditions tested. WP6 Based on the development of a unique fluid-structure interaction model backed by experimentation, this study, for the first time, clearly demonstrates running brittle fractures as a highly plausible failure mode in pressurised pipelines transporting CO2. The model has been applied to identify the range of operating conditions, and the type of stream impurities that have the most impact on the susceptibility of the pipeline to undergo brittle fracture. WP7 The International Forum for the Transportation of CO2 by Pipeline, which ran annually between 2010 and 2013, has been established to disseminate information rapidly to the industry. Dr Julia Race 12 UKCCSRC Biannual Meeting 2nd-3rd April 2014
  • 13. Supercritical CO2 Corrosion Test Apparatus • Operates above 80 bar, 35oC (capable for up to 700 bar & -50 to 150 deg) • Runs for several hundred hours depends on material corrosion and environment • Continuous monitoring of corrosion by electro chemical noise & Linear Polarization Resistance • Offline/online gas composition measurement (infrared, mass spec) • Includes several coupon geometry—plates, tubes, bar, Charpy and tensile coupons • Non-metallic materials degradation—seals, lubricants Dr Julia Race 13 UKCCSRC Biannual Meeting 2nd-3rd April 2014
  • 14. Summary of tests performed • Environments tested-2x1100 h exposure tests for SO2 (500 ppm) and H2S (500 ppm) impurities. All these environments saturated with water • Exposed coupons for each environment, in total 30+ metallic coupons and 60+ non-metallic seals Dr Julia Race 14 UKCCSRC Biannual Meeting 2nd-3rd April 2014
  • 15. Corrosion data-SO2 environment Dr Julia Race 15 UKCCSRC Biannual Meeting 2nd-3rd April 2014
  • 16. Corrosion data - H2S environment Dr Julia Race 16 UKCCSRC Biannual Meeting 2nd-3rd April 2014
  • 17. Materials for Next Generation CO2 Transport Systems (MATTRAN) WP3: Pipeline Specification WP4: Internal Corrosion & Degradation Investigation WP1: CO2 Stream Specification WP2: Phase & Dew Point Determination WP6: Fracture Control WP5: Internal Stress Corrosion Cracking Investigation WP7: Synthesis & Dissemination Dr Julia Race 17 UKCCSRC Biannual Meeting 2nd-3rd April 2014
  • 18. Tensile specimen from plate Slow strain rate specimen Test solution Closed glass cell Condenser Top seal Bottom seal Heating element Slow strain rate specimen Test solution Closed glass cell Condenser Top seal Bottom seal Heating element SSRT Configuration Dr Julia Race 18 UKCCSRC Biannual Meeting 2nd-3rd April 2014
  • 19. Electrochemical Testing Typical Polarisation Curve for Passive Film Forming Material Electrochemical Polarisation Cell Dr Julia Race 19 UKCCSRC Biannual Meeting 2nd-3rd April 2014
  • 20. Results for Duplex Stainless Steel • Reducing the temperature or reducing the concentration can reduce the severe corrosion • No cracking was observed in any of the tests Test Environment Concentration ppm Temperature degC Potential mV UTS MPa YS MPa El % Ra % Time min Cracking Pitting Corrosion D1 Air -- 18 -- 698.3 511.2 30.71 69 6306    D8 Air -- 80 -- 674.2 463 32.4 71 5760    D2 CO2 -- 80 -140 677.6 476.3 30.16 70 5724    D3 CO2 + SO4 1000 40 -320 673 446.5 31.1 70 5880    D4 CO2 + SO4 1000 80 -540 673.9 468.5 31.42 67 5802    D5 CO2 + SO4 1000 80 -500 667.5 474.9 30.94 67 5844    D6 CO2 + SO4 1000 80 -400 675.6 458.9 31.81 66 5976    D11 CO2 + SO4 1000 80 600 701.1 484.4 34.3 67 6150    D9 CO2 + SO4 1000 80 750 560.7 456.4 6.9 12 1920    D15 CO2 + SO4 250 80 750 684.6 469.4 29.2 62 5400    D16 CO2 + SO4 1000 40 750 673.3 511.2 30.4 59 5820    CO2 + SO3 1000 40 -550 652.78 464.48 31.2 61 5820    Test conditions Results Dr Julia Race 20 UKCCSRC Biannual Meeting 2nd-3rd April 2014
  • 21. Results for Duplex Stainless Steel • Range of potentials (SCE) tested from -500mV to +750mV, potentials up to +600mV saw no effect on mechanical properties • At +750mV large amount of pitting and surface corrosion of the material occurs Dr Julia Race 21 UKCCSRC Biannual Meeting 2nd-3rd April 2014
  • 22. Results for 316L Stainless Steel • Use linear polarisation sweeps to identify electrochemical potentials (SCE) where cracking may occur in a given environment – Tap water/CO2/1000ppm SO4 Dr Julia Race 22 UKCCSRC Biannual Meeting 2nd-3rd April 2014
  • 23. Results for 316L Stainless Steel • Use linear polarisation sweeps to identify electrochemical potentials (SCE) where cracking may occur in a given environment – Tap water/CO2/thiosulphate Dr Julia Race 23 UKCCSRC Biannual Meeting 2nd-3rd April 2014
  • 24. Results for 316L Stainless Steel • No cracking observed in any of the environments tested • Severe pitting experienced at 600mV in SO4 environment and at 500mV in thiosulphate environment Test Environment Concentration ppm Temperature degC Potential mV UTS MPa YS MPa El % Ra % Time min Cracking Pitting Corrosion S1 Air -- 18 -- 761.7 682.9 21.73 73 4728    S6 Air -- 80 -- 723.7 678 18.7 74 3630    CO2 -- 80 600 623.4 511 7.95 10 2100    S2 CO2 + SO4 1000 80 -560 727.8 652.5 16.22 71 1722    S3 CO2 + SO4 1000 80 -560 710 671.5 15.67 69 3264    S4 CO2 + SO4 1000 80 -460 728.6 703.8 16.14 70 2034    S7 CO2 + SO4 1000 80 500 717 600 19.3 70 3390    S8 CO2 + SO4 1000 80 600 260.8 234.7 2 2 720    S10 CO2 + SO4 1000 40 600 743 644 21.9 73 4200    CO2 + thiosulphate 1000 80 -150 710.7 600 15.91 69 3330    CO2 + thiosulphate 1000 80 100 722.3 643.5 16.93 70 3480    CO2 + thiosulphate 1000 80 500 462.4 392.4 13.78 72 2400    CO2 + CO Test conditions Results Dr Julia Race 24 UKCCSRC Biannual Meeting 2nd-3rd April 2014
  • 25. Results for X60 Carbon Steel • Comparison of electrochemical potentials (SCE) for – tap water/CO2/1000ppm SO4 , tap water/CO2/1000ppm SO3,tap water/CO2/CO Dr Julia Race 25 UKCCSRC Biannual Meeting 2nd-3rd April 2014
  • 26. Results for X60 Carbon Steel • No cracking observed in any of the environments tested • No passivation occurred on electrochemical testing in SO4 thiosulphate or CO environment Test Environment Concentration ppm Temperature degC Potential mV UTS MPa YS MPa El % Ra % Time min Cracking Pitting Corrosion Air -- 80 -- 603.6 531.2 25.28 77 3720    CO2 + SO4 1000 80 -600 520.2 483 12.99 70 2760    CO2 + SO4 1000 80 -400 363.2 321.1 6.69 44 1590    CO2 + thiosulphate CO2 + CO Test conditions Results Dr Julia Race 26 UKCCSRC Biannual Meeting 2nd-3rd April 2014
  • 27. Key Findings WP Project findings WP4 A dense phase CO2 dynamic flow loop rig has been designed and built which can test materials in realistic environments and operation conditions for CO2 transportation. This unique facility is now available for further academic and industrial research. The database of corrosion data for pipeline steels, stainless steels and polymers in binary CO2 environments with water has been extended to include CO2-SO2-H2O and CO2-H2S-H2O WP5 A test protocol for slow strain rate testing of pipeline steels, stainless steel and duplex stainless steel has been developed to allow the stress corrosion cracking testing of these steels in CO2-H2O environments in combination with sulphur in the form sulphate, sulphite and sulphide. No stress corrosion cracking has been observed in these environments for duplex stainless steel, 316 stainless steel or pipeline grade carbon steels in any of the environmental conditions tested. WP6 Based on the development of a unique fluid-structure interaction model backed by experimentation, this study, for the first time, clearly demonstrates running brittle fractures as a highly plausible failure mode in pressurised pipelines transporting CO2. The model has been applied to identify the range of operating conditions, and the type of stream impurities that have the most impact on the susceptibility of the pipeline to undergo brittle fracture. WP7 The International Forum for the Transportation of CO2 by Pipeline, which ran annually between 2010 and 2013, has been established to disseminate information rapidly to the industry. Dr Julia Race 27 UKCCSRC Biannual Meeting 2nd-3rd April 2014
  • 28. Key Findings WP Project findings WP1 The likely ranges of non-CO2 components from major industrial and power plant sources have been identified. This work has updated the previous knowledge in this area and, in particular, allowed realistic experimental protocols to be defined for testing in CO2 streams containing impurities. WP2 A novel, numerically cheap equation of state has been produced that more accurately describes the phase and density behaviours of CO2 mixtures. Reliable methods for reproducibly making dilute mixtures of impurity gases in CO2 with well-defined compositions have been developed. The published database of densities of key CO2 binary and ternary mixtures as a function of temperature and pressure and the boundary in temperature/pressure space between single and multiple phases in these mixtures has been extended. WP3 The effects that different impurities have on key aspects of pipeline design, operation, integrity and health and safety have been investigated, and new requirements that need to be considered when specifying the maximum levels of these impurities for entry into the pipeline system have been proposed. A best practice for conducting hydraulic modelling using commercially available software has been proposed and published. The hydraulic modelling approach developed in the MATTRAN programme has allowed the effect of impurities on pipeline network design to be investigated. Dr Julia Race 28 UKCCSRC Biannual Meeting 2nd-3rd April 2014
  • 29. Projected Pipeline Specifications DYNAMIS ECOFYS Storage EOR CO2 >95% >95% >95% H2O <500 ppm <500 ppm <500ppm SOx <100 ppm <100 ppm Not critical NOx <100 ppm <100 ppm Not critical H2S <200 ppm <200 ppm <200ppm CO <2000 ppm <2000 ppm <2000ppm H2 Total non- condensable gases <4%vol Total non- condensable gases <4%vol Total non- condensable gases <4%vol Ar N2 O2 <100ppm CH4 <100ppm Dr Julia Race 29 UKCCSRC Biannual Meeting 2nd-3rd April 2014
  • 30. MATTRAN Concluding Remarks • At the time of funding, only integrated, inter- disciplinary academic research programme in CO2 pipeline transportation in the UK • Raised awareness of the requirement for CO2 transport research • Still many under-researched areas being highlighted in CO2 transport • Requires teams of researchers working in a co- ordinated manner Dr Julia Race 30 UKCCSRC Biannual Meeting 2nd-3rd April 2014
  • 31. Defining Specifications • A pipeline specification must be considered in the whole • Pressure and temperature are also important in defining pipeline specification • For hydraulic analysis and fracture control: – Specification driven by cost benefit analysis – Limiting constraints determined by geometry and material properties • Specification of water critical in the specification of NOx,, SOx, H2S, O2 and CO. Dr Julia Race 31 UKCCSRC Biannual Meeting 2nd-3rd April 2014
  • 32. Defining Specifications • Some of the drivers have not been considered in previous specifications e.g. fracture control and sour corrosion and may drive the specification to lower limits. • A cautious approach to the specification of water would seem prudent in initial stages • The analysis conducted has indicated that there are still some uncertainties in the specification which require further investigation Dr Julia Race 32 UKCCSRC Biannual Meeting 2nd-3rd April 2014
  • 33. Acknowledgement • This work has been conducted under the auspices of the MATTRAN project (Materials for Next Generation CO2 Transport Systems) and the authors gratefully acknowledge the financial support of EPSRC and E.ON for this research (E.ON-EPSRC Grant Reference EP/G061955/1). Dr Julia Race 33 UKCCSRC Biannual Meeting 2nd-3rd April 2014
  • 34. Dr Julia Race 2 UKCCSRC Biannual Meeting 2nd-3rd April 2014