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Heavy Oil
Controlled Document
Quest CCS Project
Corrosion Control Manual (Preliminary)
Project Quest CCS Project
Document Title Corrosion Control Manual (Preliminary)
Document Number 07-0-RA-4804-0001
Document Revision 00
Document Status Preliminary (For GoA)
Document Type RA4804-Corrosion Manual
Control ID
Owner / Author
Issue Date 2013-01-22
Expiry Date None
ECCN EAR 99
Security Classification
Disclosure None
Revision History shown on next page
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Quest Carbon Capture and Sequestering (CCS) Project
Corrosion Control Manual
Preliminary
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TABLE OF CONTENTS
Page 1 SUMMARY ............................................................................................................................................ 4
2 INTRODUCTION .................................................................................................................................. 4
3 MATERIALS SELECTION BASIS ........................................................................................................... 4
3.1. PROCESS CONDITIONS ............................................................................................................. 5
3.2. APPLICABLE DOCUMENTS AND STANDARDS ........................................................................ 5
3.3. MATERIALS OF CONSTRUCTION .............................................................................................. 6
3.4. PIPING .......................................................................................................................................... 6
3.5. PUMPS .......................................................................................................................................... 6
4 CORROSION DEGRADATION LOOPS ........................................................................................... 7
4.1 CORROSION DEGRADATION LOOP # 1 (CC-01 – SYNGAS ABSORPTION) ..................... 8
4.2 CORROSION DEGRADATION CIRCUIT CC#02- WATER WASH ........................................ 13
4.3 CORROSION DEGRADATION CIRCUIT CC#02A – WASH WATER MAKE-UP ............. 17
4.4 CORROSION DEGRADATION CIRCUIT CC#03 - RICH AMINE SECTION ....................... 20
4.5 CORROSION DEGRADATION CIRCUIT CC#04 - HOT RICH AMINE SECTION .............. 24
4.6 CORROSION DEGRADATION CIRCUIT CC#05 – HOT LEAN AMINE SECTION ............ 28
4.7 CORROSION DEGRADATION CIRCUIT CC#06 – WARM AMINE SECTION ................ 31
4.8 CORROSION DEGRADATION CIRCUIT CC#07 - FILTERING SECTION .............................. 35
4.9 CORROSION DEGRADATION CIRCUIT CC # 08 - AMINE REFLUX SECTION ................... 39
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1 SUMMARY This document describes the corrosion mechanisms prevailing in the process path of Quest CCS plant. 2 INTRODUCTION The purpose of the Quest CCS Project is to capture, compress and store about 1.08 million tones of CO2 per year from the Shell Canada Scotford Upgrader. The Amine Unit for AOSP CO2 capture project is designed to remove 80% CO2 from three HMU (Hydrogen Manufacturing Unit) syngas streams. The amine absorption section is designed to treat three separate gas streams from the three Hydrogen Manufacturing Units in three separate amine absorbers (C-1, C-2 and C-3). The feed gases to the three absorbers are first treated with lean amine in their respective amine absorbers for CO2 removal. This design is based on ADIP-X solvent composition of 40 wt% MDEA, 5 wt% DEDA and 55 wt% water. The ADIP-X process used in this Amine Unit is a regenerative amine based process where CO2 is removed from the gas stream at relatively high pressure and low temperature with a mixture of water and amine(s). The ADIP-X process is an accelerated MDEA process using piperazine (DEDA) to enhance the CO2 absorption over that achievable with non-accelerated MDEA. The absorbed acid gases are removed from the amine solution in the Amine Stripper of the amine regeneration section at low pressure and high temperature. 3 MATERIALS SELECTION BASIS Materials and corrosion allowances for this project are selected on the basis of anticipated corrosion rates under the maximum operating parameters. The stream conditions are described in the Materials Selection Diagrams:
· MSD 241.0051.000.059.005 Rev. 0A
· MSD 242.0051.000.059.006 Rev. 0A
· MSD 246.0051.000.059.001 Rev. 0A
· MSD 246.0051.000.059.002 Rev. 0A
· MSD 246.0051.000.059.003 Rev. 0A
· MSD 246.0051.000.059.004 Rev. 0A
· MSD 441.0051.000.059.005 Rev. 0A
absorbers are first treated with lean amine in their respective amine absorbers for COoval. This design is based on ADIP-X solvent composition of 40 wt% MDEA, 5 wt% DEDA removal. This design is based on ADIP-X solvent composition of 40 wt% MDEA, 5 wt% DEDA
and 55 wt% water.
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Detailed water analysis is not available. In most cases, carbon steel is not the appropriate materials as the corrosion is very severe:
- Predicted corrosion rates for carbon steels in areas not wetted with amine from deWaard CO2 corrosion model is 18 mm/y (contribution by CO to corrosion in the amine treating unit temperature range, below 120°C, has not been reported in the literature, hence not considered in this manual for simplicity).
- High pH amines might reduce CS corrosion to a much lower level, about 0.5 to 1 mm/y
- Stainless steels reduce corrosion rate to an acceptable level in the presence or absence of amine
Table 3.1: Summary of Field Conditions
Type of Service Hydrogen Syngas Gas
H2S Content 0 ppm
CO2 Content 16.5 to 17.1%
CO content 2.4% to 2.9%
Cl- Content 0 ppm
3.1. PROCESS CONDITIONS Syngas streams from HMU 1, HMU 2 and HMU3, respectively, are sent to corresponding Amine Absorbers to remove up to 80% of the CO2 content. 3.2. APPLICABLE DOCUMENTS AND STANDARDS Process Flow Diagrams SR.11.10343 MSD diagrams: - SR.11.10343, Quest CO2 Capture
Project-Amine Unit, Basic Design Package
- OP.99.20651, Materials Selection for Amine Units
Material Requirement for Piping: - SR.11.10343, Quest CO2 Capture Project-Amine Unit, Basic Design Package
- OP.99.20651, Materials Selection for Amine Units
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3.3. MATERIALS OF CONSTRUCTION
Predicted CO2 corrosion for carbon steels would have been so severe that all (or most) vessels are to be fabricated from stainless steels or clad with stainless steels. Please refer to Appendices A to H for Materials Selection Diagrams. 3.4. PIPING
For above ground piping, stainless steel piping is recommended for most locations because of the severity of corrosion. Carbon steel piping is recommended for some less corrosive locations. All piping is externally bare. 3.5. PUMPS
Stainless steel is recommended for all pump casings and impellers.
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4 CORROSION DEGRADATION LOOPS Corrosion loops for the Quest Carbon Capture and Sequestering (CCS) Project – Amine Plant is illustrated as block diagram in Figure 1.
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4.1 CORROSION DEGRADATION LOOP # 1 (CC-01 – SYNGAS ABSORPTION) 4.1.1 PROCESS DESCRIPTION Feed hydrogen gas (containing up to 16.5%, 16.5%, and 17.1% CO2) from HMU 1, 2 and 3, respectively, enters the absorbers C1, C2, and C3 at trays 1 and flow upward countercurrent to lean amine downward flow. The lean amine absorbs the acid gas, CO2 mainly, and leaves the absorber hotter. From a safety viewpoint, this circuit (and circuit CC- 02A below) is very critical. Any failure (pinhole leak or rupture) might present a hydrogen-laden atmosphere with a potential explosion of extreme consequences. Table 4.1.1: Circuit Process Conditions Parameter Typical Range Drawings 241.0051.000.059.005 Rev.0A
242.0051.000.059.006 Rev.0A 441.0051.000.059.005 Rev.0A
Line/Equipment Absorbers C1, C2 or C3 H2S Content 0
CO2 Content 16.5% to 17.1 mole %
CO content 2.4% to 2.9 mole %
Cl- Content 0
Organic Acids N/A
Water 0.18%
Condensate (>C5+) None
Raw Gas Hydrogen syngas from HMU 1 to 3
Temperature 35°C feed gas, 30°C lean amine, 64°C rich amine outlet, >64°C temperature bulge at tray #7
Pressure 3057 to 3097 kPa
Designed acid gas loading 0.5 mol/mol
Actual acid gas loading Not to exceed 0.6 mol/mol
NOTES:
0.5
eed 0.6
feed gas, 30°C lean amine, 64°Camine outlet, >64°C
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Increased actual acid gas loading (apparent gas loading affected by heat stable amine salt level, amine strength, etc.) and 2-phase flow (gas breakout in liquid lines) can increase corrosion rate even for stainless steels
4.1.2 REASONS FOR MATERIALS OF CONSTRUCTION Equipment No.
Description Materials Comments
C-1 (V-24118)
Amine Absorber # 1
Shell: CS/ SS Clad internals: SS
Severe corrosion for CS based on Calgary Research Centre lab tests and field experience
C-2 (V-24218)
Amine Absorber # 2
Shell: CS/ SS Clad internals: SS
C-3 (V-44118)
Amine Absorber # 3
Shell: CS/ SS Clad internals: SS
4.1.3 INJECTION AND MIX POINTS/DEAD LEGS It is recommended that antifoam agents be injected at the top of the absorbers or at the top of the stripper if flooding is severe (Reference SR.11.10343) 4.1.4 SAMPLE POINTS
- Absorber feed gas lines
- Upstream of level control valves from individual absorbers
- Off-gas for each absorber:
· Sample ahead of bypass / block valves
· Sample downstream of bypass / block valves
4.1.5 DETERIORATION MODES The failure modes for the respective corrosion mechanisms anticipated or experienced
in this Circuit and their likelihood of occurring are listed below:
1. Possible but unlikely within this Circuit;
2. Likely, if right conditions are met; and,
3. Likely under current operating conditions.
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DEGRADATION
MECHANISM
AREAS
AFFECTED
LIKELIHOOD
NOTES Non-
Mitigated Mitigated
CO2 Corrosion All vessels
and piping 2 1 More severe if :
- absorber is operated at
higher acid gas
loading,
- amine strength is too
low or too high; in
areas where amine is
not present (vapor
phase pockets)
- heat stable amine salt
ties up amine
molecules, and,
- solids are not properly
removed by filtration
Amine Corrosion All equipment
in contact
with amine
solution
2 1 Similar to CO2 corrosion
but at a reduced magnitude
due to the inherent high pH
nature of amine solution
Amine Stress
Corrosion
Cracking
1 1 Unlikely if the materials are
SS or PWHT carbon steels
(see API 571 Paragraph
5.1.2.2.1)
Under-deposit corrosion
Absorber trays
2 1
Erosion due to impingement by
solids and/or gas breakout
Piping elbow, bends, etc. where fluid velocity is
high
2 1
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DEGRADATION
MECHANISM
AREAS
AFFECTED
LIKELIHOOD
NOTES Non-
Mitigated Mitigated
Galvanic Corrosion
Inlet to the absorber
2 1 Where dissimilar metals are joined, such as stainless steel piping to CS vessel below the SS cladding
CO/CO2 Stress Corrosion Cracking
2 1 Maximum CO /CO2 partial pressures are 0.87/5.1 bars, respectively
Chloride Stress Corrosion Cracking
1 1 Only possible when there is an upset in the methane-steam reformer units (HMU) upstream which introduces Cl- carryover
4.1.6 OPERATING ENVELOPES
PARAMETER TARGET MIN/MAX CRITICALITY REASONS/CAUSES/ACTIONS
Temperature at Absorber
outlet
64°C 60°C/70°C High Lower temperature = lower efficiency ; higher temperature increases corrosion
Pressure 3097 kPa Low To maintain stable operations Actual acid gas loading
0.5 mol/mol Max 0.6 mol/mol
High Increased corrosion
Solids loading To be determined
based on filter change
frequency
Medium Solids increase risks of gas breakout
Amine circulation
rate
To be determined
Medium To be reviewed to optimize efficiency and corrosion based on:
- amine strength - acid gas loading - solids loading (filtration
results) - volume of syngas to be
treated, etc.
64° 60°C/70°C
0.5 mol/mol Max 0.6
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- flow velocity and flow regime (single or 2-phase)
4.1.7 ON-LINE CORROSION MONITORING
LOCATION TOOL OR METHOD PURPOSE
Not required at this time
4.1.8 SPECIAL INSPECTION CONSIDERATIONS – EQUIPMENT (IN ADDITION TO API
510/573 AND 653)
ITEM LOCATION DESCRIPTION (E.G. Purpose,
Frequency, ETC.)
Localized corrosion
C1, C2, C3 Check (UT, RT) bottom part of vessels for localized corrosion (pits) during shut down
Water condensation in un-wetted areas
Cold spots where condensation may occur in tight spots where amine is not present to increase pH and lower corrosion rates (e.g. trays welded to vessel wall)
Check with UT/RT during shut down. SS reduces corrosion to a low (but not zero) magnitude
Erosion Areas of high turbulence where protective scale may be removed such as elbows, bends, inlet and outlet of C1, C2, C3
Check with UT/RT during shut down.
4.1.9 STARTUP AND SHUTDOWN CONSIDERATIONS
EQUIPMENT CONCERN PROCEDURES AND REFERENCES
Absorbers and piping
Ambient Temperature is lower than -29°C
Minimum design metal temperature = -29°C and equipment can fail due to brittle fracture; cannot start up or operate below 0°C due to water freezing
4.1.10 FINDINGS AND RECOMMENDED ACTIONS
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- To be updated with operational data and experiences - Correlate filter frequency change with corrosion inspection data 4.2 CORROSION DEGRADATION CIRCUIT CC#02- WATER WASH
4.2.1 PROCESS DESCRIPTION Treated gas from absorbers is water washed to reduce amine carry over to less than 1
ppmw and to cool down to the same temperature as the raw gas.
Treated gas from the absorbers, C1/ C2/ C3 enters the water wash vessels V-1, V-2, V3, respectively, at trays 1 and exits at the top sections. Wash water is circulating from trays 6 to bottom of vessel by pumps P4 A/B, P5 A/B, P6 A/B, respectively through water coolers, E1, E2, E3, respectively. A portion of the circulating water is removed by level control valves to waste water disposal facilities. For HMU 3 only, the waste water goes through a Purge Water Flash Drum V-44115 (not covered in this loop) to remove residual gas before being sent to waste water disposal facilities. Make up water is added at trays 9 in the water wash vessels to remove residual amine and
to cool down the treated gas to 35°C, the same as in the raw syngas. The make-up water
line is covered in the next Corrosion Degradation Loop, CC # 02A.
From a safety viewpoint, this circuit (and circuit CC- 01 above) is very critical. Any failure (pinhole leak or rupture) might present a hydrogen-laden atmosphere with a potential explosion of extreme consequences.
Table 4.2.1: Circuit Process Conditions Parameter Typical Range Drawings 241.0051.000.059.005 Rev. 0A
242.0051.000.059.006 Rev. 0A 441.0051.000.059.005 Rev. 0A
Line/Equipment Water wash towers, V-1, V2, V3 H2S Content 0
CO2 Content 3.4%
CO Content 2.8%
Cl- Content 0 ppm
Organic Acids N/A
down the treated gas to 35°C
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Water Saturated
Condensate (>C5+) 0
Feed Gas Treated gas from Absorbers C1, C2 and C3
Temperature 39°C in all absorbers
Pressure 3014 kPa to 3054 kPa
NOTE CO is not absorbed by amine. 4.2.2 REASONS FOR MATERIALS OF CONSTRUCTION
Equipment No.
Description Materials Comments
E-1 (E-24129)
Absorber # 1 Circulating Water Cooler
Shell: CS/ SS Clad Channel: CS Tubes: SS
E-2 (E-24229)
Absorber # 2 Circulating Water Cooler
Shell: CS/ SS Clad Channel: CS Tubes: SS
E-3 (E-44129)
Absorber # 3 Circulating Water Cooler
Shell: CS/ SS Clad Channel: CS Tubes: SS
V-1 (V-24119)
Absorber # 1 Wash Water Tower
Shell: CS/ SS Clad internals: SS
V-2 (V-24219)
Absorber # 2 Wash Water Tower
Shell: CS/ SS Clad internals: SS
V-3 (V-44119)
Absorber # 3 Wash Water Tower
Shell: CS/ SS Clad internals: SS
4.2.3 INJECTION AND MIX POINTS/DEAD LEGS Make up water is injected at Trays 9 for all 3 water wash vessels. 4.2.4 SAMPLE POINT Re-circulating wash water lines.
39°
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4.2.5 DETERIORATION MODES The failure modes for the respective corrosion mechanisms anticipated or experienced
in this Circuit and their likelihood of occurring are listed below: 1. Possible but unlikely within this Circuit; 2. Likely, if right conditions are met; and, 3. Likely under current operating conditions.
DEGRADATION
MECHANISM AREAS AFFECTED
LIKELIHOOD
NOTES Non-
Mitigated Mitigated
CO2 Corrosion All equipment 2 1 Unabsorbed CO2
without the benefit of
high pH provided by
the amine
Amine Corrosion All equipment in
contact with amine
solution
2 1 Similar to CO2
corrosion but at a
reduced magnitude
due to the inherent
high pH nature of
amine solution
Under-deposit corrosion
Wash water Vessel trays
2 1
Erosion due to impingement by solids
Piping elbow, bends, etc. where fluid velocity is high
2 1
Galvanic Corrosion
Dissimilar metals are joined
2 1 Where dissimilar metals are joined, such as stainless steels next to carbon steels
Flow Induced Corrosion
Turbulence created when a fluid flows over a surface breaking anomaly (such as welds)
2 1
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DEGRADATION
MECHANISM AREAS AFFECTED
LIKELIHOOD
NOTES Non-
Mitigated Mitigated
Corrosion Fatigue 2 1 Piping subjected to vibration is susceptible to cracking
4.2.6 OPERATING ENVELOPES PARAMETER TARGET MIN/MAX CRITICALITY REASONS/CAUSES/ACTIONS
Temp 39°C 38-40°C Low Treated gas to wash water vessel
Pressure 3014 to
3054 kPa Low Operational Stability
4.2.7 ON-LINE CORROSION MONITORING
LOCATION TOOL OR METHOD PURPOSE
None
4.2.8 SPECIAL INSPECTION CONSIDERATIONS – EQUIPMENT (IN ADDITION TO API 510/573 AND 653)
ITEM LOCATION DESCRIPTION (E.G. Purpose, Frequency,
ETC.)
Localized corrosion
V1, V2, V3 Check (UT, RT) bottom part of vessels for localized corrosion (pits)
Water condensation
Cold spots where condensation may occur in tight spots where amine is not present to increase pH and lower corrosion rates
Check with UT/RT
39° 38-40°
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ITEM LOCATION DESCRIPTION (E.G. Purpose, Frequency,
ETC.)
Erosion Areas of high turbulence where protective scale may be removed such as elbows, bends, inlet and outlet of V1, V2, V3
Check with UT/RT
4.2.9 STARTUP AND SHUTDOWN CONSIDERATIONS
EQUIPMENT CONCERN PROCEDURES AND REFERENCES
Water wash vessels and piping
Ambient Temperature is lower than -29°C
Minimum design metal temperature = -29°C and equipment can fail due to brittle fracture; cannot start up or operate below 0°C due to water freezing
4.2.10 FINDINGS AND RECOMMENDED ACTIONS To be updated with operational data and experiences.
4.3 CORROSION DEGRADATION CIRCUIT CC#02A – WASH WATER MAKE-UP
4.3.1 PROCESS DESCRIPTION Condensate from the outlet of Condensate Cooler E-24507 is added at trays 9 in the water
wash vessels as make-up water. The make-up water flows by gravity to water wash vessel
V3 and through pumps P-24609A/B (Pumps not covered in this circuit) before being split to
water vessels V1 and V2.
Table 4.3.1: Circuit Process Conditions Parameter Typical Range Drawings 246.0051.000.059.004 Rev. 0A Line/Equipment Piping only H2S Content 0
CO2 Content 0
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Oxygen Content 0
Cl- Content 0 ppm
Organic Acids N/A
Water 100%
Condensate (>C5+) 0
Feed Gas None
Temperature 35°C
Pressure 3014 kPa to 3054 kPa
NOTE Traditionally, this line should be addressed in the Utilities Manual. However, the consequence of failure of this line is very high. As each of the 3 water wash vessels requires 4.5, 4.5 and 6.6 m3/hr of make-up water, respectively, on a continuous basis, the disruption of the make-up water line can stop all water washing activities. 4.3.2 REASONS FOR MATERIALS OF CONSTRUCTION Equipment No.
Description Materials Comments
Piping From outlet of Condensate Cooler E-24507 to water wash vessels V1, V2 and V3, respectively
Carbon steels with 1.5 mm corrosion allowance, not PWHT
Low corrosion if CO2 is effectively removed from Utilities steam generation (?)
4.3.3 INJECTION AND MIX POINTS/DEAD LEGS pH conditioning (by caustic?) to Recovered Clean Condensate Tank TK-25101 4.3.4 SAMPLE POINT For alkalinity and oxygen levels of condensates from bottom of Condensate Flash Drum V-24507.
4.3.5 DETERIORATION MODES
35°
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The failure modes for the respective corrosion mechanisms anticipated or experienced in this Circuit and their likelihood of occurring are listed below:
1. Possible but unlikely within this Circuit; 2. Likely, if right conditions are met; and, 3. Likely under current operating conditions.
DEGRADATION
MECHANISM AREAS AFFECTED
LIKELIHOOD
NOTES Non-
Mitigated Mitigated
CO2 corrosion CS Piping 2 1 Residual CO2 in
condensates
Oxygen Corrosion CS Piping 1 1 Residual O2 in
condensates
Galvanic Corrosion
Dissimilar metals are joined
2 1 Where dissimilar metals are joined, such as stainless steels next to carbon steels
Flow Induced Corrosion
Turbulence created when a fluid flows over a surface breaking anomaly (such as welds)
2 1
Corrosion Fatigue 2 1 Piping subjected to vibration is susceptible to cracking
4.3.6 OPERATING ENVELOPES PARAMETER TARGET MIN/MAX CRITICALITY REASONS/CAUSES/ACTIONS
Temp 35°C 30-40°C Low Operational Stability
Pressure 3014 kPa
3054 kPa (HMU #3) Low Operational Stability
4.3.7 ON-LINE CORROSION MONITORING
35° 30-40°
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LOCATION TOOL OR METHOD PURPOSE
None
4.3.8 SPECIAL INSPECTION CONSIDERATIONS – EQUIPMENT (IN ADDITION TO API 510/573 AND 653)
ITEM LOCATION DESCRIPTION (e.g. Purpose,
Frequency, ETC.)
Localized corrosion
Piping Check (UT, RT) for localized corrosion (pits)
Erosion
Areas of high turbulence where protective scale may be removed such as elbows, bends, inlet to V1, V2, V3
Check with UT/RT
4.3.9 STARTUP AND SHUTDOWN CONSIDERATIONS
EQUIPMENT CONCERN PROCEDURES AND REFERENCES
Make-up water piping
Ambient Temperature is lower than -29°C
Minimum design metal temperature = -29°C and equipment can fail due to brittle fracture; cannot start up or operate below 0°C due to water freezing
4.3.10 FINDINGS AND RECOMMENDED ACTIONS To be updated with operational data and experiences. 4.4 CORROSION DEGRADATION CIRCUIT CC#03 - RICH AMINE SECTION 4.4.1 PROCESS DESCRIPTION Rich amines flow out of the three absorbers C-1, C-2, and C3, respectively, via level- controlled valves to a common piping to the lean/rich plate exchanger E4.
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Table 4.4.1: Circuit Process Conditions Parameter Typical Range Drawing 246.0051.000.059.001 Line/Equipment Lean/Rich Plate Exchanger E4 H2S Content 0
CO2 Content 99+% (in gas composition)
Cl- Content 0 except from upsets
Organic Acids Not available
Water 55 wt%
Condensate (>C5+) 0
Raw Gas CO2
Temperature 106°C
Pressure 2452 kPa
NOTE 4.4.2 REASONS FOR MATERIALS OF CONSTRUCTION Equipment No. Description Materials Comments E-4 (E-24602 A/B)
Lean/Rich Amine Exchangers
SS Plates and EPDM Gaskets
Piping SS 4.4.3 INJECTION AND MIX POINTS/DEAD LEGS None 4.4.4 SAMPLE POINT None 4.4.5 DETERIORATION MODES The failure modes for the respective corrosion mechanisms anticipated or experienced
in this Circuit and their likelihood of occurring are listed below: 1. Possible but unlikely within this Circuit;
106°
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2. Likely, if right conditions are met; and, 3. Likely under current operating conditions.
DEGRADATION
MECHANISM AREAS AFFECTED
LIKELIHOOD
NOTES Non-
Mitigated Mitigated
CO2 corrosion All equipment 2 1 Gas breakout will
increase corrosion
severity
Amine Corrosion All equipment in
contact with amine
solution
2 1 Similar to CO2
corrosion but at a
reduced magnitude
due to the inherent
high pH nature of
amine solution
Amine Stress
Corrosion
Cracking
All equipment in
contact with amine
solution
2 1 Unlikely if the
materials are SS or
PWHT carbon steels
(see API 571 Para
5.1.2.2.1)
Erosion due to impingement by solids and/or gas breakout
Piping elbow, bends, etc. where fluid velocity is high
2 1 After the pressure letdown valve, CO2 might break out
Galvanic Corrosion
2 1 Where dissimilar metals are joined, such as stainless steels welded or flanged to carbon steels
Flow Induced Corrosion
Turbulence created when a fluid flows over a surface breaking anomaly (such as welds)
2 1
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DEGRADATION
MECHANISM AREAS AFFECTED
LIKELIHOOD
NOTES Non-
Mitigated Mitigated
Corrosion Fatigue 2 1 Piping subjected to vibration is susceptible to cracking
Under-deposit corrosion
Plates in exchangers 2 1
4.4.6 OPERATING ENVELOPES
PARAMETER TARGET MIN/MAX CRITICALITY REASONS/CAUSES/ACTIONS
Temp 64°C TBD High Leaving absorbers Temp (rich
amine outlet from E4)
106°C TBD High Higher T increases gas breakout tendency
Pressure 3057 kPa TBD High Delta P across valves dictates gas breakout tendency
Actual acid gas loading
0.5 mol/mol
TBD High Actual acid gas loading can be much higher than calculated value, resulting in more severe corrosion.
Solid Loadings
TBD TBD High
Unfiltered solids can plug plate exchanger, increase rich outlet temperature and increase gas breakout tendency
Heat Stable amine salts
TBD TBD Medium Increases actual gas loading
TBD: to be determined as they are inter-related
4.4.7 ON-LINE CORROSION MONITORING
LOCATION TOOL OR METHOD PURPOSE
None required
4.4.8 SPECIAL INSPECTION CONSIDERATIONS – EQUIPMENT (IN ADDITION TO API 510/573 AND 653)
64°
106°
0.5
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ITEM LOCATION DESCRIPTION (E.G. Purpose, Frequency,
ETC.)
Erosion Areas of high turbulence where protective scale may be removed such as elbows, bends, inlet and outlet of V1, V2, V3
Check with UT/RT
4.4.9 STARTUP AND SHUTDOWN CONSIDERATIONS
EQUIPMENT CONCERN PROCEDURES AND REFERENCES
All vessels and piping
Ambient Temperature is lower than -29°C
Minimum design metal temperature = -29°C and equipment can fail due to brittle fracture; cannot start up or operate below 0°C due to water freezing
4.5 CORROSION DEGRADATION CIRCUIT CC#04 - HOT RICH AMINE SECTION
4.5.1 PROCESS DESCRIPTION
The combined rich amine stream first passes through the Lean / Rich Amine Exchanger E4 where it is heated by hot lean amine coming from the bottom of the Amine stripper. The rich amine from the heat exchanger is heated at 106°C and de-pressurized from 2752 kPa (a) to 162 kPa (a) through a pressure control valve located upstream of the stripper column. The hot rich amine enters the stripper at above tray 20 and flow downward to Tray 1. Hot steam (from the re-boiler E6 A/B) flows upward below tray 1 to heat up the rich amine to strip off the CO2 from the amine solutions. This degradation circuit covers the middle section of the stripper, from tray 1 to tray 20.
Table 4.5.1: Circuit Process Conditions Parameter Typical Range Drawing 246.0051.000.059.001 Rev. 0A Line/Equipment Amine stripper (Tray 1 to 20) H2S Content 0
it is heated by hot lean amine coming from the bottom of the Amine stripper. The rich amine from the heat exchanger is heated at 106°C and de-pressurized from 2752 kPa (a) to
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CO2 Content,% 99+%
Cl- Content 0
Organic Acids N/A
Water 55 wt%
Condensate (>C5+) 0
Raw Gas Acid gas (CO2)
Temperature 83C
Pressure 172 kPa (g)
NOTE If solids have not been adequately removed by filtration (degradation loop # 6), CO2 gas breakout might begin in the piping downstream of the Lean/Rich Exchanger E-4. Two-phase flow results in increased liquid velocity and also potential cavitations due repeated bubble formation/collapse. Erosion corrosion can happen even when the liquid velocity was calculated to be within the limit for single phase flow. 4.5.2 REASONS FOR MATERIALS OF CONSTRUCTION Equipment No. Description Materials Comments C-4 (V-24601)
Amine Stripper Shell: CS (PWHT) / SS Clad internals: SS
E-5 (E-24601A/B)
Stripper OVHD Condenser
Shell: SS Channel: CS Tubes: SS
E-6 A/B (E-24603A/B)
Stripper Reboiler Shell: CS/ SS Clad internals: SS
V-4 (V-24602)
Reflux Drum Shell: SS internals: SS
4.5.3 INJECTION AND MIX POINTS/DEAD LEGS Antifoam agents might be injected if flooding is severe in the stripper. 4.5.4 SAMPLE POINT None
83C
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4.5.5 DETERIORATION MODES The failure modes for the respective corrosion mechanisms anticipated or experienced
in this Circuit and their likelihood of occurring are listed below: 1. Possible but unlikely within this Circuit; 2. Likely, if right conditions are met; and, 3. Likely under current operating conditions.
DEGRADATION
MECHANISM
AREAS
AFFECTED
LIKELIHOOD NOTES
Non-Mitigated Mitigated
CO2 corrosion All equipment 2 1 Gas breakout will
increase corrosion
severity
Amine Corrosion All equipment in
contact with
amine solution
2 1 Similar to CO2
corrosion but at a
reduced magnitude
due to the inherent
high pH nature of
amine solution
Amine Stress
Corrosion
Cracking
1 1 Unlikely if the
materials are SS or
PWHT carbon steels
(see API 571 Para
5.1.2.2.1)
Erosion due to impingement by solids and/or gas break out
Piping elbow, bends, etc. where fluid velocity is high
2 1 Severity depends on filtering efficiency
Galvanic Corrosion
Dissimilar metals are joined
2 1 Where dissimilar metals are joined, such as stainless steels welded or flanged to carbon steels
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DEGRADATION
MECHANISM
AREAS
AFFECTED
LIKELIHOOD NOTES
Non-Mitigated Mitigated
Flow Induced Corrosion
Turbulence created when a fluid flows over a surface breaking anomaly (such as welds)
2 1
Corrosion Fatigue 2 1 Piping subjected to vibration is susceptible to cracking
External Corrosion Under Insulation
Insulated piping/vessels
1 1 Not insulated
Under-deposit corrosion
Stripper trays 2 1
4.5.6 OPERATING ENVELOPES
PARAMETER TARGET MIN/MAX CRITICALITY REASONS/CAUSES/ACTIONS
Temp (rich amine outlet
from E4)
106°C TBD High Higher T increases gas breakout tendency
Pressure 3057 kPa TBD High Delta P across valves dictates gas breakout tendency
Actual acid gas loading
0.6 mol/mol
TBD High Actual acid gas loading can be much higher than calculated value, resulting in more severe corrosion.
Solid Loadings
TBD High Unfiltered solids can plug plate exchanger, increase rich outlet temperature and increase gas breakout tendency
Heat Stable amine salts
TBD TBD Medium Increases actual gas loading
TBD: to be determined as they are inter-related
4.5.7 ON-LINE CORROSION MONITORING
106°
0.6
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LOCATION TOOL OR METHOD PURPOSE
None
4.5.8 SPECIAL INSPECTION CONSIDERATIONS – EQUIPMENT (IN ADDITION TO API 510/573 AND 653)
ITEM LOCATION DESCRIPTION (E.G. Purpose,
Frequency, ETC.)
Erosion Areas of high turbulence where protective scale may be removed such as elbows, bends, etc.
Check with UT/RT during shut down
Pitting Beneath sludge deposits on trays
Check with UT/RT during shut down
4.5.9 STARTUP AND SHUTDOWN CONSIDERATIONS
EQUIPMENT CONCERN PROCEDURES AND REFERENCES
All vessels and Piping
Ambient Temperature is lower than -29°C
Minimum design metal temperature = -29°C and equipment can fail due to brittle fracture; cannot start up or operate below 0°C due to water freezing
4.6 CORROSION DEGRADATION CIRCUIT CC#05 – HOT LEAN AMINE SECTION 4.6.1 PROCESS DESCRIPTION Lean Amine from the bottom of Amine stripper C-4 through Amine stripper re-boiler E6 A/B back to the Amine stripper (vapor and liquid lines). Lean Amine from stripper C-4 to Lean/Rich Amine exchanger E-4 is also included. The bottom of Amine stripper C-4 below tray 1, Amine stripper re-boiler E6 A/B and the lean plate side of the plate Lean/Rich Exchanger E-4 are all included in this circuit.
Table 4.6.1: Circuit Process Conditions
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Parameter Typical Range Drawing 246.0051.000.059.001 Rev. 0A Line/Equipment Lean/Rich Amine Exchanger, Amine coolers and
Trim coolers, Amine stripper re-boilers H2S Content 0
CO2 Content 0.03 mol/mol loading
Cl- Content 0
Organic Acids N/A
Water 55%
Condensate (>C5+) 0
Raw Gas Acid gas
Temperature 119°C
Pressure 1309 kPa (g)
NOTE While CO2 partial pressure is low, the high temperature in this circuit depresses the pH and there might be pockets of equipment free of amine. Without the benefits of amine, corrosion might be high. High turbulence, especially in the Re-boiler can cause severe corrosion 4.6.2 REASONS FOR MATERIALS OF CONSTRUCTION Equipment No. Description Materials Comments E-7 A/B (E-24604 A/B)
Lean Amine Cooler
Shell: SS; Channel: CS; Tubes: SS
E-8 A/B (E-24605 A/B)
Lean Amine Trim Cooler
SS plates and EPDM Gaskets
(Titanium plates?)
4.6.3 INJECTION AND MIX POINTS/DEAD LEGS None
4.6.4 SUGGESTED SAMPLE POINTS: None 4.6.5 DETERIORATION MODES The failure modes for the respective corrosion mechanisms anticipated or experienced
in this Circuit and their likelihood of occurring are listed below:
119°
0.03 mol/mol loading
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1. Possible but unlikely within this Circuit; 2. Likely, if right conditions are met; and, 3. Likely under current operating conditions.
DEGRADATION
MECHANISM
AREAS
AFFECTED
LIKELIHOOD NOTES
Non-Mitigated Mitigated
CO2 Corrosion All vessels and
piping 2 1 Gas breakout will
increase corrosion
severity
Amine Corrosion All equipment
in contact with
amine solution
2 1 Similar to CO2
corrosion but at a
reduced magnitude due
to the inherent high pH
nature of amine solution
Amine Stress
Corrosion
Cracking
1 1 Unlikely if the materials
are SS or PWHT carbon
steels (see API 571
Paragraph 5.1.2.2.1)
Under-deposit corrosion
Exchanger plates
2 1
Erosion due to impingement by solids and gas break out
Piping elbow, bends, etc. where fluid velocity is high
2 1
Galvanic Corrosion
Dissimilar metals are joined
2 1 Where dissimilar metals are joined, such as stainless steels welded or flanged to carbon steels
Flow Induced Corrosion
Turbulence created when a fluid flows over a surface breaking anomaly (such as welds)
2 1
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4.6.6 OPERATING ENVELOPES
PARAMETER TARGET MIN/MAX CRITICALITY REASONS/CAUSES/ACTIONS
Temp 119°C TBD High Pressure 1309 KPa TBD High
TBD: To be determined from many factors (see section 4.5.6) 4.6.7 ON-LINE CORROSION MONITORING
LOCATION TOOL OR METHOD PURPOSE
None
4.6.8 SPECIAL INSPECTION CONSIDERATIONS – EQUIPMENT (IN ADDITION TO API 510/573 AND 653)
ITEM LOCATION DESCRIPTION (E.G. Purpose, Frequency,
ETC.)
Erosion Areas of high turbulence where protective scale may be removed such as elbows, bends, etc.
Check with UT/RT
4.6.9 STARTUP AND SHUTDOWN CONSIDERATIONS
EQUIPMENT CONCERN PROCEDURES AND REFERENCES
Stripper and piping
Brittle fracture Minimum design metal temperature = -29°C and equipment can fail due to brittle fracture; cannot start up or operate below 0°C due to water freezing
4.7 CORROSION DEGRADATION CIRCUIT CC#06 – WARM AMINE SECTION 4.7.1 PROCESS DESCRIPTION
119°
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A slip stream lean amine from Lean/Rich heat exchanger outlet, E-4 is circulated through Lean Amine cooler E7 A/B, and Amine Trim cooler E8 A/B to the Filtration section.
Table 4.7.1: Circuit Process Conditions Parameter Typical Range Drawing 246.0051.000.059.001 Rev. 0A Line/Equipment Lean Amine Cooler, Lean Amine Trim Cooler H2S Content 0
CO2 Content 0.03 mol/mol loading
Cl- Content N/A
Organic Acids Unknown
Water 55%
Condensate (>C5+) 0
Raw Gas Acid gas
Temperature 78°C
Pressure 1109 kPa (g)
Heat stable amine salts Unknown but could be significant and increasing with time if solution is not reclaimed
Solids loading Unknown but could be significant and increasing with time if solution is not properly filtered
NOTE In this circuit, CO2 partial pressure is low but due to relatively still high temperature and the possible presence of heat stable amine salts and solids, corrosion can still be severe. 4.7.2 REASONS FOR MATERIALS OF CONSTRUCTION Equipment No.
Description Materials Comments
E-7 A/B Lean Amine Cooler
Shell: SS Channel: CS Tubes: SS
Severe CO2 corrosion due to turbulence and lack of protective scale lead to SS steel shell and tubes design, Channel sees less turbulence, hence CS can be
78°
0.03
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used E-8 A/B Lean Amine
Trim Cooler SS plates and EPDM Gaskets
(Titanium plates?)
4.7.3 INJECTION AND MIX POINTS/DEAD LEGS
None
4.7.4 SAMPLE POINTS
· Upstream of Lean Amine Charge Pumps · Upstream of Lean / Rich Amine Exchanger
4.7.5 DETERIORATION MODES The failure modes for the respective corrosion mechanisms anticipated or experienced
in this Circuit and their likelihood of occurring are listed below: 1. Possible but unlikely within this Circuit; 2. Likely, if right conditions are met; and, 3. Likely under current operating conditions.
DEGRADATION
MECHANISM AREAS AFFECTED
LIKELIHOOD
NOTES Non-
Mitigated Mitigated
External Corrosion Under coating 1 1 Not insulated
CO2 Corrosion All 2 1 More severe if
organic acids, heat
stable amine salts
are present
Amine Corrosion All equipment in
contact with amine
solution
2 1 Similar to CO2
corrosion but at a
reduced magnitude
due to the inherent
high pH nature of
amine solution
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DEGRADATION
MECHANISM AREAS AFFECTED
LIKELIHOOD
NOTES Non-
Mitigated Mitigated
Amine Stress
Corrosion
Cracking
1 1 Unlikely if the
materials are SS or
PWHT carbon steels
(see API 571
Paragraph
5.1.2.2.1)
Under-deposit corrosion
Low spots 2 1
Erosion due to impingement by solids and gas break out
Piping elbow, bends, etc. where fluid velocity is high
2 1
Galvanic Corrosion
Dissimilar metals are joined
2 1 Where dissimilar metals are joined, such as stainless steels next to carbon steels
Flow Induced Corrosion
Turbulence created when a fluid flows over a surface breaking anomaly (such as welds)
2 1
Chloride Stress Corrosion Cracking
1 1 Only possible when there is an upset in the methane-steam reformer units (HMU) upstream which introduces Cl- carryover
4.7.6 OPERATING ENVELOPES
PARAMETER TARGET MIN/MAX CRITICALITY
REASONS/ CAUSES/
ACTIONS
Temp at L/R Exchanger Outlet
78°C Low 78°
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Pressure 1109 KPa Low
4.7.7 ON-LINE CORROSION MONITORING
LOCATION TOOL OR METHOD PURPOSE
None
4.7.8 SPECIAL INSPECTION CONSIDERATIONS – EQUIPMENT (IN ADDITION TO API 510/573 AND 653)
ITEM LOCATION DESCRIPTION (E.G. Purpose, Frequency,
ETC.)
Erosion
Areas of high turbulence where protective scale may be removed such as elbows, bends, etc.
Check with UT/RT
4.7.9 STARTUP AND SHUTDOWN CONSIDERATIONS
EQUIPMENT CONCERN PROCEDURES AND REFERENCES
All vessels and Piping Ambient Temperature is
lower than -29°C
Minimum design metal temperature = -29°C and equipment can fail due to brittle fracture; cannot start up or operate below 0°C due to water freezing
4.8 CORROSION DEGRADATION CIRCUIT CC#07 - FILTERING SECTION 4.8.1 PROCESS DESCRIPTION The cooled lean amine is treated in the filtration section before it is returned to the amine absorbers. The filtration section consists of one main particulate filter (Lean Amine Filter, F-1) followed by a slipstream Lean Amine Carbon Filter (D-1) and its after-particulate filter (Lean Amine Post Filter, F-2). The main particulate filter is sized for 25% of the lean amine flow whereas the, carbon filter is sized for approximately 5% of the lean amine flow. The filtered lean
-1) and its after-particulate filter (Lean Amine Post Filter, F-2). The main particulate filter is sized for 25% of the lean amine flow whereas the, carbon filter is sized for approximately 5% of the lean amine flow. The filtered lean
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amine is finally pumped back to the amine absorbers by lean amine charge pump (P-3 A/B). The flow of amine to the amine absorbers is under flow control.
Table 4.8.1: Circuit Process Conditions Parameter Typical Range Drawing 246.0051.000.059.001 Rev. 0A Line/Equipment Lean amine cooler intlet H2S Content 0
CO2 Content 0.03 mol/mol
Cl- Content 0
Organic Acids Not available
Water 55%
Condensate (>C5+) 0
Raw Gas Residual acid gas
Temperature 78C
Pressure 1109 kPa (g)
NOTE 4.8.2 REASONS FOR MATERIALS OF CONSTRUCTION
Equipment No.
Description Materials Comments
E-7 A/B Lean Amine Cooler
Shell: SS Channel: CS Tubes: SS
Severe CO2 corrosion for CS
E-8 A/B Lean Amine Trim Cooler
Titanium plates and EPDM Gaskets
D-1 Lean Amine carbon filter
Shell: CS/ SS Clad internals: SS
4.8.3 INJECTION AND MIX POINTS/DEAD LEGS None
78C
0.03 mol/mol
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4.8.4 SUGGESTED SAMPLE POINTS Water content of the amine can be determined by Karl Fischer analysis and should be checked at regular intervals. If the percent weight of amine in the solution is being monitored daily, the water content check by Karl Fischer can be performed two or three times a week. Otherwise, the water content should be checked at least once per day. It is recommended that water content be measured by each shift. 4.8.5 DETERIORATION MODES The failure modes for the respective corrosion mechanisms anticipated or experienced in this Circuit and their likelihood of occurring are listed below: 1. Possible but unlikely within this Circuit; 2. Likely, if right conditions are met; and, 3. Likely under current operating conditions.
DEGRADATION
MECHANISM
AREAS
AFFECTED
LIKELIHOOD NOTES
Non-Mitigated Mitigated
CO2 Corrosion All vessels and
piping 2 1 For water wet
locations
Amine Corrosion All equipment in
contact with
amine solution or
with amine carry-
over
2 1 Similar to CO2
corrosion but at a
reduced magnitude
due to the inherent
high pH nature of
amine solution
Amine Stress
Corrosion
Cracking
1 1 Unlikely if the
materials are SS or
PWHT carbon steels
(see API 571
Paragraph
5.1.2.2.1)
Under-deposit corrosion
Low velocity area 2 1
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DEGRADATION
MECHANISM
AREAS
AFFECTED
LIKELIHOOD NOTES
Non-Mitigated Mitigated
Erosion due to impingement by solids and gas breakout
Piping elbow, bends, etc. where fluid velocity is high
2 1
Galvanic Corrosion
Dissimilar metals are joined
2 1 Where dissimilar metals are joined, such as stainless steels next to carbon steels
Flow Induced Corrosion
Turbulence created when a fluid flows over a surface breaking anomaly (such as welds)
2 1
Chloride Stress Corrosion Cracking
1 1 Only possible when there is an upset in the methane-steam reformer units (HMU) upstream which introduces Cl- carryover
4.8.6 OPERATING ENVELOPES
PARAMETER TARGET MIN/MAX CRITICALITY REASONS/CAUSES/ACTIONS
Temp at outlet of trim cooler E-8
30°C Low Operational stability
Pressure 816 KPa Low Operational stability
4.8.7 ON-LINE CORROSION MONITORING
LOCATION TOOL OR METHOD PURPOSE
None
30°
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4.8.8 SPECIAL INSPECTION CONSIDERATIONS – EQUIPMENT (IN ADDITION TO API 510/573 AND 653)
ITEM LOCATION DESCRIPTION (E.G. Purpose, Frequency,
ETC.)
Localized corrosion
All Check (UT, RT) bottom part of vessels/piping for localized corrosion (pits)
Water condensation
Cold spots where condensation may occur in tight spots where amine is not present to increase pH and lower corrosion rates
Check with UT/RT
Erosion Areas of high turbulence where protective scale may be removed such as elbows, bends, etc.
Check with UT/RT
4.8.9 STARTUP AND SHUTDOWN CONSIDERATIONS
EQUIPMENT CONCERN PROCEDURES AND REFERENCES
All vessels and Piping
Brittle fracture Minimum design metal temperature = -29°C and equipment can fail due to brittle fracture; cannot start up or operate below 0°C due to water freezing
4.9 CORROSION DEGRADATION CIRCUIT CC # 08 - AMINE REFLUX SECTION
4.9.1 PROCESS DESCRIPTION Stripped acid gas leaves the top of the Amine Stripper C-4 is cooled in the Stripper overhead condenser E-5 to the Reflux Drum V-4 and to the CO2 compression unit. Condensing water with carried-over amine returns to Stripper C-4 above tray 24
Table 4.9.1: Circuit Process Conditions
Parameter Typical Range Drawing 246.0051.000.059.001 Rev. 0A Line/Equipment Stripper Reflux Drum
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H2S Content 0
CO2 Content 99.9 mole %
Cl- Content 0 ppm
Organic Acids Not available
Water vapor 0.028 mole %
Condensate (>C5+) 0
Raw Gas Stripper overhead gas
Temperature 36C
Pressure 144 kPa (g)
NOTE
The stripped dry gas, containing mainly CO2, minor water vapour but no liquid water, should not be corrosive.
- Calculated equilibrium water vapour from steam table at 36°C is 0.0595 bars = 6 kPa (a)
- Calculated water vapour pressure at Reflux Drum gas outlet = 0.028 x 244 kPa(a) = 0.068 kPa (a)
- Gas stream is therefore dry, not corrosive However, upset in the operations might allow liquid water to be carried over. Depending on the water wetting on the CO2 phase, corrosion could be severe downstream of this unit as the benefits of high pH provided by amines will not be realized as amine carry over is practically nil. CO2 corrosion in this section should be considered only for upset conditions and prevailing only during the “water wet” upset periods. Average CO2 corrosion = Wet CO2 Corrosion x water wet time fraction. Typical wet CO2 corrosion at 36°C and 144 kPa (g) pressure, 99% CO2 for CS is about 2 mm/y (deWaard nomogram). Upset Duration per year
Water wet time fraction
Average CS CO2 corrosion rate
Comments
1 day 0.0027 0.0054 mm/y Nil 10 days 0.027 0.054 mm/y Nil 30 days 0.082 0.16 mm/y Minor
36C
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It is not likely that the plant will be operated with more than 30 days of upset per year, hence CO2 corrosion should not be a concern.
4.9.2 REASONS FOR MATERIALS OF CONSTRUCTION
Equipment No.
Description Materials Comments
V-4 Stripper Reflux Drum Shell: CS/ 304L SS Clad internals: 316 SS
E-5 Stripper Overhead Condenser
Shell: SS Clad Tubes: SS
4.9.3 INJECTION AND MIX POINTS/DEAD LEGS None
4.9.4 SUGGESTED SAMPLE POINTS 4.9.5 DETERIORATION MODES The failure modes for the respective corrosion mechanisms anticipated or experienced in this Circuit and their likelihood of occurring are listed below: 1. Possible but unlikely within this Circuit; 2. Likely, if right conditions are met; and, 3. Likely under current operating conditions.
DEGRADATION
MECHANISM
AREAS
AFFECTED
LIKELIHOOD NOTES
Non-Mitigated Mitigated
CO2 Corrosion All vessels and
piping 2 1 For water wet
locations
Amine Corrosion All equipment in
contact with
amine solution
or with amine
carry-over
1 1 Similar to CO2
corrosion but at a
reduced magnitude
due to the inherent
high pH nature of
amine solution
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DEGRADATION
MECHANISM
AREAS
AFFECTED
LIKELIHOOD NOTES
Non-Mitigated Mitigated
Amine Stress
Corrosion
Cracking
1 1 Unlikely if the
materials are SS or
PWHT carbon steels
(see API 571
Paragraph 5.1.2.2.1)
Under-deposit corrosion
Low velocity area
3 2
Erosion due to impingement by solids
Piping elbow, bends, etc. where fluid velocity is high
1 1
Galvanic Corrosion
Dissimilar metals are joined
2 1 Where dissimilar metals are joined, such as stainless steels next to carbon steels
Flow Induced Corrosion
Turbulence created when a fluid flows over a surface breaking anomaly (such as welds)
2 1
4.9.6 OPERATING ENVELOPES
PARAMETER TARGET MIN/MAX CRITICALITY REASONS/CAUSES/ACTIONS
Water vapor content
Below water condensation point
High Wet CO2 corrosion
Temperature Above dew point High Wet CO2 corrosion 4.9.7 ON-LINE CORROSION MONITORING
LOCATION TOOL OR METHOD PURPOSE
None
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4.9.8 SPECIAL INSPECTION CONSIDERATIONS – EQUIPMENT (IN ADDITION TO API 510/573 AND 653)
ITEM LOCATION DESCRIPTION (E.G. Purpose, Frequency,
ETC.)
Piping Discharges of Pump P-2 A/B
Check (UT/RT for erosion/corrosion
Cooler E-5 In/outlet nozzles Check (VT/RT for erosion/corrosion 4.9.9 STARTUP AND SHUTDOWN CONSIDERATIONS
EQUIPMENT CONCERN PROCEDURES AND REFERENCES
Stripper overhead piping
CO2 line leakage can cause temperature drop to below -29°C (Joule Thompson gas expansion effects)
Minimum design metal temperature = -29°C and equipment can fail due to brittle fracture; cannot start up or operate below 0°C due to water freezing