CORROSION MECHANISMS
CORROSION MECHANISMS
MATERIAL SELECTION AND
MATERIAL SELECTION AND
CORROSION CONTROL
CORROSION CONTROL
IN REFINERY
IN REFINERY
Flavio Cifà
2
“
“
Corrosion is defined as the destruction or
Corrosion is defined as the destruction or
deterioration of a material because of
deterioration of a material because of
reaction with its environment”
reaction with its environment”
3
n
CORROSION AND DEGRADATION MECHANISMS
èCORROSION PROCESSES KINETIC
èLOW TEMPERATURE DEGRADATION MECHANISMS
l GENERAL CORROSION
– CO2 corrosion
– Wet hydrogen sulfide corrosion
l GALVANIC CORROSION
l PITTING CORROSION
l CREVICE CORROSION
l UNDER DEPOSIT CORROSION
l STRESS CORROSION CRACKING
– Chloride stress corrosion cracking (CSCC)
– Sulfide stress cracking (SSC)
– Alkaline stress corrosion cracking (ASCC)
– Caustic cracking
– Amine cracking
– Cracking in H2O-CO-CO2 systems
4
èLOW TEMPERATURE CORROSION MECHANISMS (CONTINUE)
l SENSITIZATION AND WELD DECAY CORROSION (INTEGRANULAR)
– Sensitization
– Weld Decay
– knife line attack
– Polythionic Acid Stress corrosion Cracking (PASSC)
l EROSION CORROSION
l MICROBIOLOGICALLY INDUCED CORROSION
l CORROSION UNDER INSULATION
l HYDROGEN DAMAGE
èHIGH TEMPERATURE CORROSION MECHANISMS
l NAPHTENIC ACID CORROSION
l HIGH TEMPERATURE OXIDATION
l SULFIDATION
l HIGH TEMPERATURE HYDROGEN DAMAGE
5 CONTENTS
n
MATERIALS AND CORROSION PROTECTION
è MATERIAL SELECTION GUIDELINE
è CARBON STEEL
è LOW ALLOYED STEELS è STAINLESS STEELS è COPPER ALLOYS è NICKEL ALLOYS è TITANIUM ALLOYS è POLIMERIC MATERIALS è CATHODIC PROTECTION
n
MATERIAL SELECTION AND CORROSION CONTROL
IN REFINERY UNITS
è DESALTER
è ATMOSPHERIC DISTILLATION UNIT è VACUUM DISTILLATION UNIT
è AMINE UNIT
è HYDRODESULPHURIZATION UNIT è SOUR WATER STRIPPER UNIT
CORROSION AND DEGRADATION
CORROSION AND DEGRADATION
CORROSION AND DEGRADATION
CORROSION AND DEGRADATION
MECHANISMS
MECHANISMS
MECHANISMS
MECHANISMS
7
n STATIONARY KINETICS
Steady corrosion rate which often allows:
è corrosion rate prediction trough laboratory tests, bibliographic data and estimation models.
è Monitoring on stream and off stream
è Upset conditions are not decisive on corrosion process
n INCUBATION PERIOD KINETICS
It presents an incubation period which closes with high corrosion rate (cracking).
è “upset conditions” are decisive.
è The incubation period may be very short (h!!!)
è The corrosion process once started (t > ti) continues up to the rupture independently from the incubation conditions persistence.
• Whenever “upset conditions” are decisive for the described corrosion mechanism they will be clearly highlighted with
CORROSION KINETICS R corr Time ti Stationary Incubation period UPSET
8 LOW/HIGH TEMPERATURE CORROSION
LOW TEMPERATURE CORROSION n Temperature < 260°C
n Aqueous phase and presence of ionic species
HIGH TEMPERATURE CORROSION n Temperature > 260°C
CORROSION AND DEGRADATION
CORROSION AND DEGRADATION
CORROSION AND DEGRADATION
CORROSION AND DEGRADATION
MECHANISMS
MECHANISMS
MECHANISMS
MECHANISMS
10
LOW TEMPERATURE DEGRADATION MECHANISMS
n
n GENERAL CORROSIONGENERAL CORROSION
n
n GALVANIC CORROSIONGALVANIC CORROSION
n
n PITTING CORROSIONPITTING CORROSION
n
n CREVICE CORROSIONCREVICE CORROSION
n
n UNDER DEPOSIT CORROSIONUNDER DEPOSIT CORROSION
n
n STRESS CORROSION CRACKINGSTRESS CORROSION CRACKING
n
n SENSITIZATION AND WELD DECAY CORROSIONSENSITIZATION AND WELD DECAY CORROSION (INTEGRANULAR CORROSION)
(INTEGRANULAR CORROSION)
n
n EROSION CORROSIONEROSION CORROSION
n
n MICROBIOLOGICALLY INDUCED CORROSIONMICROBIOLOGICALLY INDUCED CORROSION
n
n CORROSION UNDER INSULATIONCORROSION UNDER INSULATION
n
11 GENERALIZED CORROSION AT LOW TEMPERATURE
n ANODE “location where metal dissolution takes place (i.e. Fe→Fe→ 2+)”
n CATHODE: “location where O2, H+
or metal reduction takes place (i.e. Fe3+→ Fe→ 2+)”
n No specific location for anode and cathode
n Anode and cathode move with time
n Can be monitored, measured and predicted
12 GENERALIZED CORROSION AT LOW TEMPERATURE
Can be uniform or not CONTROL:
n Select proper metallurgy
n Corrosion allowance (function of corrosion rate and required lifetime)
n Inhibitor
n Cathodic Protection
n Monitoring
Some metal-environment combinations known to results in general corrosion: CS - dilute mineral acid
CS - CO2 and/or H2S in aqueous phase CS - seawater
SS - organic acid at high T (i.e. 100- 200 °C) Ti - concentrated sulfuric acid
Corrosion rate of various alloys in boiling mixtures of 50% acetic acid and varying proportions of formic acid. Test time 1+3+3 days. (by SANDVIK)
13
An example of generalized corrosion at low temperature is CO2 corrosion on carbon steel.
Requires a presence of aqueous phase and it’s due to the low pH. It can be tentatively predicted using a software
It’s a function of:
n PCO2
n Temperature
n System Fluid dynamics (influences scale stability )
n Presence of H2S and/or organic acid
n O2 content
CONTROL: it can be controlled with CS + CA up to corrosion rate (CR) 0.6mm/y. For higher CR upgrade metallurgy to 304 (316 not necessary)
14 GENERALIZED CORROSION AT LOW TEMPERATURE - H2S
Another example of generalized corrosion at low temperature on carbon steel is Wet Hydrogen Sulphide corrosion. (Note: includes also risk of SSC and hydrogen damage).
It requires a presence of aqueous phase and it’s due to the low pH and to the reaction between S and Fe (formation of FeS scale)
The stability of FeS scale is influenced by pH and presence of contaminants (i.e. CN-)
The temperature rise increase CR
CR is hardly predictable NOTE: CR is influenced also by pH, fine
metal composition, presence of contaminants (i.e. CN), etc... (by NACE)
15
H (atomic) can diffuse into the metal causing:
n cracking
n blistering
n embrittlement (see also SSC and Hydrogen damage)
CONTROL: Wet H2S general corrosion can be controlled with CS + CA up to corrosion rate (CR) 0.6mm/y. For higher CR upgrade metallurgy to SS
The phenomenology related to hydrogen attack are taken into account requiring HIC resistant specs (composition + test NACE TM 0284).
Note: consider as valid alternative SS cladding instead of CS HIC resistant
GENERALIZED CORROSION AT LOW TEMPERATURE - H2S
Graph by UOP
16 GENERALIZED CORROSION AT LOW TEMPERATURE
17 GALVANIC CORROSION
n Preferential corrosion of one metal of two or more
electrically connected dissimilar
n It requires an aqueous environment which is
corrosive to at least one metal and with a non negligible
conductivity
n It’s related to the ∆∆V between the metals in the considered environment (i.e. see galvanic series in seawater).
18
ALL the following parameter have to be verified to evaluate risk of galvanic corrosion
n Verify the allowable ∆∆V:
è if it is not significant (i.e. the coupled metals are close in the galvanic series measured in the considered environment) don’t worry about CG
n Verify the medium corrosivity:
è if the fluid is not aggressive towards at least one of two coupled metals (i.e CS - SS in neutral deoxygenated water) CG is not a problem
n Verify the fluid conductivity:
èif it is very low (i.e. demi water of hydrocarbons) CG are not an issue
n Verify cathodic/anodic areas:
è if the cathodic area is << of anodic area (don’t forget to consider lining!!) galvanic corrosion can be tolerated (i.e. SS bolting on CS flange)
19
CONTROL:
n Ratio cathodic/anodic areas (if the ratio increase the CR↑↑).
n Control environment (i.e. pH↑↑, remove O2... )
n Use of coating (either on both surfaces or on cathodic surface, NEVER only on anodic surface)
n Use insulation kit to break electrical continuity
n Cathodic Protection
Metal coupling that can generate GC (the first is attached):
CS-SS CS-Copper alloy CS-Ti
CS-Hastelloy SS-Ti SS - Hastelloy
GALVANIC CORROSION
20 GALVANIC CORROSION
21 GALVANIC CORROSION
22 GALVANIC CORROSION
23 PITTING CORROSION
n PITTING: form of extremely
localized attack that results in hole in the metal. One of the most
dangerous and insidious form of corrosion.
n It causes equipment to fail because of perforation with only a small
weight loss
n Normally occurs in active/passive metals (i.e. SS series 300) in
passive state
n Requires depassivating species (i.e. chloride or other halides )
n Worse problem at low velocity and high T
n Hard to detect and/or predict
24 CONTROL: n avoid metal/environment combination susceptible to pitting n check environmental conditions especially è [Cl-] o [X-] è Temperature è O2
è Minimum fluid velocity A parameter to evaluate pitting resistance of SS is PREN (pitting resistance equivalents number):
PREN = Cr + 3.3 Mo + 16N
Critical pitting temperatures (CPT) for SAF 2205, AISI 304 and AISI 316 at varying concentrations of sodium chloride (potentiostatic determination at +300 mV SCE), pH»6.0 (by SANDVIK)
PITTING CORROSION
25 PITTING CORROSION
Examples of metals susceptible to pitting in chlorides
environment:
n SS (Ferritic, Austenitic, Duplex)
n Fe-Ni-Cr Alloy (Incoloy)
n Aluminum Alloy
n Copper Alloy
Immune Very resistant Resistant Acceptable Not Acceptable
Ti 90/10 Cu/Ni 70/30 Cu/Ni Monel SS series 400
Alloy C Admiralty brass Tin 316 (+ CP) 304
Alloy 625 Al bronze Alloy 825 Nickel
Alloy 20
Pitting resistance in seawater
26 PITTING CORROSION
27 PITTING CORROSION
28
Selective corrosion in crevice
n CC requires a stagnant zone where it’s possible to develop different conditions from bulk (inhibitor, oxygen, pH, Cl-)
n CC requires an aggressive environment (i.e. presence of chloride)
n If temperature ↑↑ crevice likelihood ↑↑
CREVICE CORROSION
29 CREVICE CORROSION
CONTROL:
n Use materials less sensitive to pitting (the corrosion mechanisms are similar therefore a material resistant to pitting corrosion is also resistant to crevice corrosion. See slide 99)
n avoid stagnant zone
n don’t use threaded connections
n control O2 content
Some materials susceptible to CC:
èSS
èNi alloy
èTi
Preferentially locations for CC:
n Flanged connection
n Tube/Tubesheet connection
n Threaded connections
n Plate Heat Exchangers
30 CREVICE CORROSION
31 CREVICE CORROSION
32 UNDER DEPOSIT CORROSION
Corrosion enhanced by the presence of scales (can be aggressive i.e NH4Cl or not)
Under deposit corrosion results from difference between local and bulk environment (i.e oxygen, pH, presence of aggressive ions Cl. See also crevice and pitting corrosion) If chloride are present H+ “drawn” under deposits (pH drops below 4 increasing corrosion rates)
Most common materials are
subjected to UDC including CS, austenitic SS, nickel alloy (Inconel 625, Hastelloy and Ti are very
33 UNDER DEPOSIT CORROSION
Refinery examples:
any location in which scaling and/or fouling occur especially if chloride or oxygen are present
CONTROL TECHNIQUES
n treat the source of the problem (i.e. corrosion or fouling)
n design equipment to minimize deposition. Metallurgy may solve
corrosion problem but not performance loss
34
AMMONIUM BISULFIDE
n frost from gas to solid at a temperature depending on NH3 H2S concentration
n Is corrosive vs CS but not vs SS or higher alloy
n Causes very rapid fouling Refinery examples
n REACs (hydrotreaters/hydrocrackers)
n Crude unit overhead
n FCC (overhead in separator section) CONTROL
n wash water
èuse continuous washing (20%min water not vaporized)
èinject upstream of ammonium bisulfide dew point
n Use balanced piping for REACs
n Upgrade metallurgy
35
AMMONIUM CHLORIDE
n frost from gas to solid at a temperature depending on NH3 HCl concentration
n Is corrosive vs CS and SS. Ti and Inconel 625 may offer sufficient protection
n Causes very rapid fouling REFINERY EXAMPLES
n Crude unit overhead
n hydrotreaters (REACs, overhead in separator section)
n Catalytic reformer (REAC, separator, stabilizer, recycle gas compressor)
n FCC (overhead in separator section) CONTROL
n wash water
èuse continuous washing (20%min water not vaporized)
èinject upstream of ammonium chloride dew point
n Use balanced piping for REACs
n Upgrade metallurgy (expensive solution)
36 STRESS CORROSION CRACKING
Cracking corrosive process that requires the simultaneous presence of:
n Material in passive state susceptible to attack
nAggressive environment
nstress state
èresidual (i.e. welds)
èapplied (i.e. bends)
37 STRESS CORROSION CRACKING
38 STRESS CORROSION CRACKING
Main type of SCC
n Chloride stress corrosion cracking (CSCC)
n Sulphide stress cracking (SSC)
n Alkaline stress corrosion cracking (ASCC)
n Polythionic Acid Stress Corrosion Cracking (PASSC)
n Cracking in H2O-CO-CO2 system
39 CHLORIDE STRESS CORROSION CRACKING
Material susceptible to CSCC
n austenitic SS, duplex , ferritic (sensibilized)
n Fe-Cr-Ni alloy (Incoloy)
n Copper alloy
n Bronze/Brasses
n Aluminum
n Cobalt alloy (i.e. Stellite)
View of chloride stress corrosion cracking in a 316 stainless steel chemical processing piping system. Chloride stress corrosion cracking in austenitic stainless steel is characterized by the multi-branched "lightning bolt" transgranular crack pattern. (Mag: 300X)
40 CHLORIDE STRESS CORROSION CRACKING
SS serie 300
CONTROL:
n limit O2 content
n limit stress (∃∃ threshold value)
n Control temperature
n Control pH
N.B. H2S lowers CSCC limits
SCC resistance in oxygen-bearing (abt. 8 ppm) neutral chloride solutions. Testing time 1000 hours. Applied stress equal to proof strength at testing temperature. (by SANDVIK)
For SCC Ni content is fundamental
41 SULPHIDE STRESS CRACKING
H2S SSC Cracks in a 17-4 pH stainless steel
SSC is defined as cracking of a metal under the combined action of tensile stress and corrosion in the presence of water and H2S SSC is a form of hydrogen stress cracking resulting from absorption of atomic hydrogen that is produced by the sulfide corrosion
reaction on the metal surface SSC is influenced by:
n Chemical composition (P,S,Mn), hardness, metal thermal treatment
nTotal tensile stress (applied plus residual)
n Hydrogen flux (function of [H2S], pH, CN-,
etc..)
n Time (Note: short term conditions i.e. shutdowns can be sufficient)
n Temperature (increase H2S dissociation and H diffusion)
42
Some environmental conditions known to cause SSC are those containing free water (in liquid phase) and:
n >50 ppmw dissolved H2S in the free water or
n free water pH<4 and some dissolved H2S present or
n free water pH>7,6 and 20ppmw dissolved HCN in the water and some dissolved H2S present
n >0.0003 MPa absolute partial pressure H2S in the gas in processes with a gas phase
CONTROL:
For Refinery apply NACE MR0103
For upstream (oil and gas production) apply NACE MR0175
Note: Pay attention to thermodynamic model used in the simulators and to hypothesis to calculate % H2S in free water
SULPHIDE STRESS CRACKING
43 ALKALINE CRACKING
cracking in caustic environment carbonate cracking
cracking in amine environment Main materials involved:
n Carbon steel
n Low alloy steel
n Stainless steel
n Copper alloy
44
Cracking due to
exposition of CS to hot caustic solution (i.e. NaOH, KOH)
CONTROL: use the materials indicated on Caustic Soda Service Graph (see also SR) by NACE
Note: If for the service austenitic SS has been specified, check
chloride concentration and T max.
CAUSTIC CRACKING
UPSET
45 STRESS CORROSION CRACKING
46 STRESS CORROSION CRACKING
47 STRESS CORROSION CRACKING
48 STRESS CORROSION CRACKING
49 STRESS CORROSION CRACKING
50
Cracking caused by amine (mainly due to dissolved CO2 e H2S).
Amine cracking happens preferentially in the heat affected zone (HAZ). Lean amine is not corrosive vs CS and it shows less probability to
cause cracking.
MEA is more aggressive than DEA o MDEA
If temperature ↑↑ cracking likelihood ↑↑ (consider also short term condition, i.e. Steam out)
CONTROL:
èSR (included PWHT) in accordance with API 945 (595 °C < T < 649°C, min holding time 1h)
èhardness < 200HRB
SR is suggested, function of used amine, at the following operating T:
nMEA : all operating T
nDEA: T > 60°C
nMDEA : T> 82°C
AMINE CRACKING
51 CRACKING IN CO-CO2-H2O SYSTEMS
It can happen in pressure system with the simultaneous presence of CO-CO2-H2O
n low T (maximum risk in the range 20-60°C)
n minimum CO and CO2 pressure required
CONTROL: Check environmental conditions (T, water, PCO & PCO2) Use SS (12 Cr o 304; 316 not necessary)
R a n g e o f S C C s u s c e p t i b i l i t y 0 2 0 0 4 0 0 6 0 0 8 0 0 1 0 0 0 1 2 0 0 1 4 0 0 0 2 0 0 4 0 0 6 0 0 8 0 0 1 0 0 0 1 2 0 0 1 4 0 0 1 6 0 0 1 8 0 0 C O 2 p a r t i a l p r e s s u r e ( k P a )
CO partial pressure (kPa)
52 SENSITIZATION ISSUES (INTERGRANULAR CORROSION)
Main degradation forms related:
n Sensitization
n Weld decay
n Knife line attack
n Polythionic acid stress corrosion cracking
MECHANISM:
1) A high temperature exposure allows the reaction between Cr and C.
2) Cr carbides precipitates at grain boundaries.
3) Cr depletion in areas surrounding to grain boundaries. (when Cr
below 12% the steel is no more SS and corrode like CS).
53 SENSITIZATION AND WELD DECAY
Sensitization
n is not a corrosion mechanism but the Cr depletion may generate intergranular attack.
n May occur rapidly due to: weld, heat treatment and operating temperature.
n The sensitization range (temperature and time) is related to the material.
Weld decay
n The Cr depletion is related to the
heating in areas surrounding the weld.
n Varies with welding conditions
n varies with distance form the weld Knife line attack
n Same mechanism of weld decay
n on chemically stabilized material
54 SENSITIZATION CONTROL TECHNIQUES
Sensitization control
n Materials selection:
ènormal and high carbon grades: Carbon content 0,03 % - 0,10
l Ferrous (i.e. 304/316) and Ni-Cr alloys
Subjected to sensitization.
èlow carbon grades: below 0,03 %
l i.e. 304L, 316 L, Hastelloy C-276
Do not sensitize under welding conditions but are subjected to sensitization under operating conditions
èChemically stabilized material (Nb or Ti)
l I.e. 321, 347, Incoloy 801, 825, alloy G, Inconel 625
Ni and Ti form carbides avoiding Cr depletion. Thermal treatment (stabilization) avoids
sensitization over long term exposure.
l Stabilization heat treatment should be recommended
n Procedure mistakes
èCleaning with oily rag before welding introduces C
55 INTERGRANULAR CORROSION
56
Intergranular corrosion and cracking caused by the simultaneous presence of:
n Sulfide scale
n Sensitized material
n Oxygen
n Stress (residual or applied)
n Water
n Polythionic Acids (H2SxOy) form
(usually during shut down) for reaction of sulfide scale with H2O e O2
Main material subjected to sensitization:
n Austenitic or Ni alloy (also low carbon or stabilized) operating at high T (i.e. 370 °C < T < 815°C for 304/316)
n Austenitic or Ni alloy (not stabilized) welded
Polythionic acid stress corrosion cracking of type 310 stainless steel. The item was exposed to sulfur containing natural gas in a continuous flare
POLYTHIONIC ACID STRESS CORROSION CRACKING (PASCC)
57 POLYTHIONIC ACID STRESS CORROSION CRACKING (PASCC)
Refinery examples:
n hydrodesulfurizers
n hydrocrackers
n hydrogen reformers
n FCC
n Fired heaters (both external and internal) CONTROL: follow guideline NACE RP0170
n Exclusion of oxygen (air) and water by using a dry nitrogen purge
n Alkaline washing with soda ash. Avoid washing of zone that can’t be drained
n Exclusion of water by using a dry purge with a dew point lower than -15°C
58 CORROSION UNDER INSULATION
59
Atomic hydrogen even produced by low temperature corrosion phenomena may diffuse through metal surface causing hydrogen damage.
Hydrogen damage is recognized under various forms:
n Blistering
n Hydrogen Induced Cracking (HIC)
n Stress Oriented Hydrogen Induced Cracking (SOHIC)
n Hydrogen Embrittlement
n High Temperature Hydrogen Attack
HYDROGEN DAMAGE
60 BLISTERING-HIC-SOHIC
UPSET
Main steps of blistering and HIC
n Atomic hydrogen diffuses inside the metal bulk
n Inside the metal atomic hydrogen meets the voids (rolling defects) and inclusions (MnS) and re-combines in molecular hydrogen (H2)
n Gradually, molecular hydrogen collected in voids and inclusions increases the pressure reaching up to 10 GPa.
n The elevated pressure evidenced by surface blistering may lead to local (stepwise) and complete rupture of the plate.
n SOHIC is related to residual stresses presents in the metal.
61
Influencing and control parameters:
n Chemical composition of the process fluids (presence H2O, pH, H2S, CN, As, Sb)
n Voids and inclusions presence
n Metal chemical composition and thermal treatments.
n Residual stresses (only for SOHIC)
n Construction and welding and test procedure according standards. (NACE MR 0175, NACE 0103, NACE TM0284, API 945)
BLISTERING-HIC-SOHIC
62 BLISTERING-HIC-SOHIC
63
Embrittlement caused by the hydrogen diffusion through the metals.
Possible Hydrogen sources:
n General corrosion n Galvanic corrosion n Overprotection of cathodic protection. Influencing factors: n Enhanced by CN, As, Sb presence.
n May occur on CS, alloyed steels, nickel alloys, Titanium (T > 71° C) Copper alloys are considered
immune
HYDROGEN EMBRITTLEMENT
64 HYDROGEN DAMAGE
Critical areas:
è“Rich” section of amine units.
èSour water stripper.
èHydrodesolfurization units.
èFCC units.
Hydrogen damage control:
n Appropriate material selection
èReduction the allowable metal inclusions (S, Mn and P content).
èCa and rare earth addition (shape control of residual inclusions).
èSteel HIC resistance according NACE TM0284.
n Optimization of process conditions (i.e. H2O, pH)
n Construction and welding according standard (i.e. NACE MR0175 NACE 0103).
n Correct cathodic protection design and operation.
n Use of insulation kit for different metals in electrical contact.
65 EROSION-CORROSION
♦ Degradation mechanism
accelerated by flow conditions of a corrosive fluid in contact with metal surface
♦ Mechanism:
Corrosive fluid reacting with metal creates a film scale
Fluid removes mechanically the scale exposing uncorroded metal
Material 1ft/sec 4 ft/sec 27 ft/sec
CS 34 72 254
Ad. Brass 2 20 170
70-30 Cu Ni (0.05% Fe) 2 - 199 70-30 Cu Ni (0.5% Fe) < 1 <1 39
66 EROSION-CORROSION
Factors influencing erosion-corrosion:
n Velocity and fluid turbulence
n Temperature
n Multiphase flow
n Suspended solid
n Galvanic effect (i.e.: CS-SS and CS-CuNi in seawater)
CONTROL:
n Material Selection or lining (i.e. Ni 66-30-2-2 instead of Cu-Ni 70/30).
n Check allowable velocity
n Localized preventive measures (i.e. ferrule on tubes inlet).
67 EROSION-CORROSION
69 MICROBIOLOGICAL INDUCED CORROSION (MIC)
MIC refers to corrosion
influenced by the presence and activities of
microorganisms and/or their metabolites
Microorganism (i.e. fungi, bacteria or algae) can be aerobic or anaerobic
Generally MIC shows jeopardized attack on CS, localized on SS (i.e. pitting)
Microorganism’s growth is influenced by pH, temperature and “food” availability (peak between 30 e 40 °C)
70 MICROBIOLOGICAL INDUCED CORROSION (MIC)
Refinery examples:
n Cooling water systems
n Water layer in tanks
n Following hydrotesting
CONTROL:
n Use Biocide addition
n High thick Coating (i.e. coal tar)
n Cathodic Protection (+950 mV)
n High quality hydrotest water
CORROSION AND DEGRADATION
CORROSION AND DEGRADATION
CORROSION AND DEGRADATION
CORROSION AND DEGRADATION
MECHANISMS
MECHANISMS
MECHANISMS
MECHANISMS
73
HIGH TEMPERATURE CORROSION MECHANISMS
n
n NAPHTENIC ACID CORROSIONNAPHTENIC ACID CORROSION
n
n HIGH TEMPERATURE OXIDATIONHIGH TEMPERATURE OXIDATION
n
n SULFIDATIONSULFIDATION
n
74 NAPHTENIC ACID CORROSION
Generalized corrosion at high T (230-400 °C) caused by naphtenic acids for crude with TAN > 0.5 (ASTM D 974 T.A.N. as mg KOH/g) or TAN > 0.35 for some licensor.
∃∃ several type of naphtenic acids
Naphtenic acids are very aggressive especially close to their boiling points (thus can attack selectively some locations of the unit )
n Metallurgy: CS and Cr alloy (i.e. 5 - 9 - 12Cr o 304/316 std) are readily attacked
n Sulfur content: especially at low fluid velocity, sulfur can mitigate corrosive attack
75
Refinery examples:
n Heaters and Transfer Line in CDU
n Diesel section of CDU column (pump-around)
n Atmospheric column residue
n Vacuum column residue
n Gas oil section of VDU CONTROL:
n N.B. Check TAN for each cut with operating temperature in the range 260 - 400°C
n Stainless steel 317 o 316 with Mo 2.5%min
n Monitoring + inhibitor (only for short run)
n Use blending to reduce TAN
n Neutralization with NaOH (pay attention on caustic embrittlement)
76
Microstructure of iron oxides formed on iron by high-temperature oxidation in air
Generalized corrosion caused by direct oxidation of base material (liquid water not required)
Oxidation issues
n O2 Concentration
n Alloy composition
n Metal temperature
The source of O2 can be also steam or CO2
The scale composition influences CR
77 Refinery examples: n Heaters n Boilers CONTROL: n Improve metallurgy (with alloy containing Cr, Ni, Si, Al)
Control environmental conditions, especially:
n Sulfur (Increase corrosion rate)
n metals (i.e. V which causes V2O5 formation) in fuel
n Temperature (if scale ↑↑ thermal exchange↓↓ and lifetime↓↓)
78 SULPHIDATION
Reaction between Sulfur and metal or alloy at high temperature. Can cause generalized corrosion @ T>260 °C
CR is influenced mainly by T and %S (or H2S)
Refinery examples:
n Topping and Vacuum (@ T >260°C)
n HDS (hot heat exchangers, heaters and reactor)
n Sulphur Recovery Unit
%Cr is fundamental to resist to sulfidation attack. Generally low chrome alloy are used with %Cr higher and higher (1.25-2.25-5-7-9 Cr) up to stainless steel (as 12Cr like 405 and 410) or austenitic (304 or 316)
79
CONTROL:
Use appropriate metallurgy considering CR calculated by available curves (function of metal T, alloy composition and %S for Mc Conomy or H2S for Couper Gorman)
n Mc Conomy (API) based on total sulfur content:
80 SULPHIDATION
CONTROL:
Use Couper Gorman for fluid containing high H2 and H2S concentration (see also Nelson curves on API 941 for HTHA)
Available for several material (i.e. CS, low Cr alloy and SS)
81 HIGH TEMPERATURE HYDROGEN ATTACK (HTHA)
High temperature hydrogen can attack steels in two ways :
n Surface decarburization (slight, localized reduction in strength and hardness and an increase in ductility)
n Internal decarburization and fissuring (CH4 formation and high localized
stresses which lead to the formation of fissures, cracks or blister in the steel) Factors influencing HTHA:
n Temperature
n H2 pressure
n Stress (i.e. welds)
n Time (∃∃ incubation period)
Hydrogen attack corrosion and cracking on the ID of an 1800 psig carbon steel boiler tube.
82
CONTROL:
Use Cr-Mo alloy instead of CS (reduces the amount of available carbide)
SS are practically immune from HTHA For CS and Cr-Mo alloy refer to API 941 Note:
èC-0.5Mo, usually, is not allowed in H2 service
èCladding should not be considered as material resistant to HTHA (therefore also base material have to be resistant)
Solids deposition and hydrogen attack corrosion at the ID weld in an 1800 psig carbon steel boiler tube. The arrow marks the direction of flow. (~1X)
83 HIGH TEMPERATURE HYDROGEN ATTACK (HTHA)
N.B. Add safety margin, below the relevant curve,when selecting steels (11 °C min) Nelson curves (API 941)
84 STATISTIC RELEVANCE OF CORROSION FAILURES
Types of corrosion failures (duPont)
General 27% Erosion-corrosion 7% Corrosion fatigue 3% Intergranular 10% Pitting 14% Weld corrosion 5% Stress Corr. Cracking 24% others corrosion 6% High temperature corrosion 2% Crevice 2% nCorrosion causes the 55%
of the failures in chemical plants (the remaining 45% of the failures are related to mechanical reasons).
n General corrosion and SCC show the higher occurrence in corrosion failures (in sum they account 51%).
n Crevice corrosion causes only 2% of the failures while pitting the 14%.
nThe sum of Intergranular and weld corrosion is relevant (15%).
“Il campo della corrosione è con molta aderenza paragonabile a quello della medicina. Per I materiali, la corrosione è indubbiamente la più insidiosa delle cause di decadimento e di morte e al corrosionista si presenta il compito in genere assai arduo, di diagnosticare il male, di stabilirne le cause, di prevenirlo ove possibile altrimenti di reprimerlo o contenerlo in limiti accettabili… [A questo scopo il corrosionista deve]… pazientemente costruirsi il suo atlante di anatomia patologica dei materiali esposti ai più svariati ambianti aggressivi, edificare il corpus della sua diagnostica, sviluppare una sempre più efficace farmacologia anticorrosionistica.”
MATERIAL SELECTION AND
MATERIAL SELECTION AND
MATERIAL SELECTION AND
MATERIAL SELECTION AND
CORROSION CONTROL
CORROSION CONTROL
CORROSION CONTROL
CORROSION CONTROL
Selection criteria, material properties
and cathodic protection
87 MATERIALS AND CORROSION PROTECTION
n
n CONDITION ASSESMENT AND MATERIAL SELECTIONCONDITION ASSESMENT AND MATERIAL SELECTION
n
n CARBON STEELCARBON STEEL
n
n LOW ALLOYED STEELSLOW ALLOYED STEELS
n
n STAINLESS STEELSSTAINLESS STEELS
n
n COPPER ALLOYSCOPPER ALLOYS
n
n NICKEL ALLOYSNICKEL ALLOYS
n
n TITANIUM ALLOYSTITANIUM ALLOYS
n
n POLIMERIC MAERIALSPOLIMERIC MAERIALS
n
88 MATERIAL SELECTION
Ver. corrosion protection measures i.e. CP Control galvanic corrosion
Control erosion corrosion On Stream Inspection
4. Engineering, Procurement, Construction
Costs decrease
Improve the reliability of the unit 3. Process and
material optimization
Ensure the required service life time 2. Material selection
Conditions assessment 1. Process
development
Scope of corrosion activities Phase sequence
89 1. CONDITIONS ASSESSMENT Conditions Chemical composition Thermodynamic Physical
Time extension Probability TDS & TSS Environment type (water/oil content) Contaminants and corrodents Cl-, H2S, CN-, NH 3 … Chemical composition Thermodynamic Upset conditions Physical Temperature (local) Fluid dynamic Pressure Condensation and dew point
(local) Solid Precipitation Phase settling Oxidizers O2, Cl2, Fe3+, Cu2+… External conditions
Fire hazard Marine environment
Underground
Atmospheric env. Thermal insulation
90 2. MATERIAL SELECTION Material Joining techniques Pre-fabrication dimensions Galvanic couplings
Material sel. in similar service within the prj
Heat treating
Procurement time
Fittings experience in similar units
Density Corrosion allowance Strength Corrosion protection Experience and literature Metallurgy Availability Fabricability Costs Spare parts Construction
91 3. PROCESS AND MATERIAL OPTIMIZATION
ØExam of the whole unit
ØScope
Decrease the project costs
Avoid over and under specification Improve the reliability of the unit
Process development Conditions assessment Material selection Process Engineer Corrosion Engineer
92 CARBON STEEL
n The material
Chemical composition based on Fe and C, can be adjusted to
improve the resistance to specific degradation mechanism (i.e. HIC)
n Typical conditions:
By far the most common material used up to 400°C in refineries due primarily to a combination of
strength, availability, low cost, and resistance to fire.
n Main contaminants and corrodents:
Halides (chlorides), sulfides, ammines, dry ammonia, carbonates, CO2+H2O+CO, cyanides, Hydroxides, nitrates, CO2+H2O, acids, oxygenated demi water.
n The degradation mechanisms to be verified:
General corrosion, stress corrosion cracking, crevice, under deposit, under insulation, galvanic attack, hydrogen damage, erosion corrosion, high temperature damage (almost all).
93 CARBON STEEL
Specific corrosion protection measures.
n Design according to soda chart, Mc Conomy, Couper Gorman, Nelson where applicable.
n Selection of inhibitors (i.e. acidic water, cooling water, boiling water).
n Cathodic protection to control general, galvanic, MIC and crevice corrosion.
n Anodic protection to control general corrosion.
n Polymeric lining (epoxy, PTFE, GRP, rubber) to control corrosion at low temperature.
n PWHT to control SCC.
n Electrical insulation from others metals to control galvanic corrosion.
94 LOW ALLOYED STEEL
The materials:
n Typical conditions: For high temperature
service, or hydrogen and sulfidant atmosphere.
n Present the same contaminants and corrodents of Carbon steel.
n The degradation mechanisms to be verified:
As per CS. Specifically Hydrogen high temperature damage and high temperature sulfidation.
n Corrosion prevention measures:
Design according Nelson diagram, Couper Gorman and Mc
Conomy to realize correct selection and evaluation of corrosion allowance. 650 5% Cr 0,5% Mo 650 9% Cr 1% Mo 625 2,25% Cr 1% Mo 600 1,25% Cr 0,5% Mo 600 1% Cr 0,5% Mo 500 0,5% Mo Max Temperature °C Chemical Composition
95
n The materials:
n Typical conditions:
Acidic and saline water, high temperature and low temperature, waste water,
demi water, organic acids.
n Main contaminants and corrodents:
Halides (chlorides), hydroxides (wet and dry), sulfurous acid (on austenitic), organic acids, Hydrogen sulfide and (by external
side) Vanadium, molten zinc and molten aluminum.
STAINLESS STEEL Super Austenitic S31254 (254 SMo) 20 Cr 18 Ni 6 Mo Cu N Nickel alloy (Al-6X) 20 Cr 24 Ni 6,5 Mo Super Duplex S32750 (2507) 25 Cr 7 Ni Mo N Duplex S31803 (2205) 22 Cr 5 Ni Mo N 316, 316 Ti 304, 304L, 321, 347 405, 410, 410 S Type 18 Cr 10 Ni Mo 18 Cr 8 Ni 12-13 Cr Designation Austenitic Austenitic Martensitic, Ferritic Metallurgy
96 STAINLESS STEEL
n The degradation mechanisms to be verified:
General corrosion, Pitting, SCC, crevice, galvanic, MIC, erosion corrosion, weld decay, liquid metal embrittlement.
n Corrosion protection measures:
èDesign taking into account the resistance of the different alloys in considered environment.
èSelection of inhibitors.
èThermal treatments to control SCC and intergranular corrosion cracking.
èChemical cleaning (against PASCC) and passivation.
èElectrical insulation from others metals to control galvanic corrosion.
97 FERRITIC AND MARTENSITIC STAINLESS STEELS
n 11-13% Chrome (type 405 and 410 S) Primarily used for clad lining
n 11-13% Chrome (type 410)
ferritic or martensitic stainless steel extensively applied for
standard trim on process valves, pump impellers, vessel trays, tray components and exchanger tubes.
Corrosion resistance
èexcellent resistance to sulfur at high temperature.
ègood resistance to hydrogen sulfide at low concentrations and intermediate temperatures.
98 AUSTENITIC STAINLESS STEEL
Variables influencing the behavior of austenitic stainless steels in salted water:
n Temperature:
50° C is accepted as the minimum temperature for the
occurrence of stress corrosion cracking and pitting in slightly salted water (100-200 ppm).
n Chloride content:
In stress relieved structures, the maximum allowed chloride content to avoid pitting and crevice (below 50°C) is related to the alloy
Type
Cl-304 100 ppm 316 300 ppm
99 AUSTENITIC STAINLESS STEEL
n Metallurgy
selection is realized considering critical temperature which is the minimum temperature at which pitting or crevice may
occur in ferric chloride solution.
100
n The materials
n The typical applications
Seawater exchangers, water pipes, brackish water equipment.
COPPER ALLOYS
Alloy type Main composition
Aluminium bronze 92% Cu, 8% Al
Aluminium brass 77% Cu, 21% Zn, 2% Al, 0.04% As
Admiralty 71% Cu, 28% Zn, 1% Sn, 0.04% As
90-10 Cu-Ni 10% Ni, 1% Fe, Cu rem.
70-30 Cu-Ni 30% Ni, 1% Fe, Cu rem.
101 COPPER ALLOYS
nMain degradation mechanisms
Erosion corrosion and
impingement attack, stress corrosion cracking (in
presence of 1 ppm of
ammonia), selective leaching (Immune to hydrogen
damage, and prevent biofouling)
nCorrosion protection measures
correct design according standards (BS MA18 in the graph).
Check ammonia presence (UPSET conditions)
Erosion ferrules (in Teflon or special Cu Ni alloys Cr
modified)
Maximum seawater velocities for continuos flow conditions m/sec (ref.:BS MA 18)
102 TITANIUM ALLOYS
The materials
n Titanium is a reactive metal and as the other materials of the group forms spontaneously a superficial oxide film which ensure protection from the environment.
n The corrosion resistance is related to the stability and the continuity of the oxide layer (on-off corrosion behavior).
n The reactive metal group is formed by (increasing by
corrosion resistance): Titanium, Zirconium, Niobium and
Tantalum. The corrosion behavior of these materials shows a large amount of similarities.
ASTM grade Composition
Gr 1,2,3,4 unalloyed (O and N content) Gr 7, 11 0.2 Pd
Gr 12 0.8 Ni 0.3 Mo Gr 16, 17 0.04 Pd
103 TITANIUM ALLOYS
n In which conditions:
Seawater and desalinization plant, organic acid, in oxidizing and mildly reducing wet environments.
104 TITANIUM ALLOYS
n Main contaminants and corrodents:
Wet Fluorides (and halides in high concentration), methanol plus halides, nitric acid fuming, nitrogen tetroxide, gaseous water free halides,
chlorinated solvents, concentrated reducing acids. n Degradation mechanism to be verified
General corrosion, pitting, crevice, SCC, catastrophic oxidation, galvanic*, hydrogen embrittlement.
105 TITANIUM ALLOYS
n Welding of titanium
1) The weld of Chemically Pure and Pd alloys (ASTM gr. 1, 2, 3, 4, 7, 11, 16, and 17) shows the same corrosion resistance as the bulk material.
2) Like all reactive metals at high temperature reacts strongly with atmospheric oxygen.
3) Can be welded with GTAW or GMAW (same equipment used for SS 316 or nickel alloys).
4) Argon or helium have to be be used to protect the weld in welding chamber (shop) or welding shoes (construction site).
5) The weld quality verified easily for acceptance
• Visual examination of “as weld” surface
106 NICKEL ALLOYS
n Materials
n Advantages:
èVery resistant (as a function of specified type) to many environments
èIn aggressive reducing environments are mandatory selection
n Disadvantages:
èHigh cost (GdP will be not so happy!!! )
èPossible availability problems for some alloy
Alloy type Main composition
Incoloy 800 33% Ni, 21% Cr, 40%Fe, 0.1% C, 1% Al+Ti
Incoloy 825 43% Ni, 22% Cr, 3% Mo, 2% Cu, 0.04% C, Fe Bal Inconel 625 43% Ni, 22% Cr, 9% Mo, 3.5% Nb, 0.04% C
Inconel 600 76% Ni, 16% Cr, 8% Fe, 0,2 Cu, 0.08 C Inconel 601 60% Ni, 23% Cr, 16% Fe, 1% Al Cu, 0.1 C Hastelloy C-276 57% Ni, 15% Cr, 16% Mo, 1% Fe, 0.02% C
107 NICKEL ALLOYS
TYPICAL ENVIRONMENTS
n Hastelloy C/C276, Inconel 625
èHigh resistance to acid (both oxidizing and reducing)
èexcellent resistance in chloride and/or H2S environment
èHigh resistance vs underdeposit corrosion
n Inconel 601, Incoloy 800
èHigh temperature resistance
n Incoloy 825
èHigh resistance in chloride and/or H2S environment (lower than Hastelloy C-Inconel 625)
èHigh resistance vs underdeposit corrosion (but can fail with NH4Cl)
n Monel
èHigh resistance to hot alkalis
108 POLYMERIC MATERIALS
n High molecular weight organic materials that can be formed into useful shapes.
n Can be used for piping and equipment (thermosetters and thermoplastics) or for gaskets (elastomers)
Thermoplastics
PE
PTFE
PVC
Thermosetters
Glass fiber epoxy resin
Glass fiber vynil ester ep. resin
Glass fiber Poly ester ep. resin
Elastomers
Viton (Flueelastomers)
Kalrez (perfluoelestomers)
NBR
Polymeric materials
In refinery
109 THERMOPLASTICS
n Are characterized by the softening with the increase of temperature and return to their original hardness when cooled (most are weldable).
n Degradation mechanisms are different from metals:
Swelling, softening, loss of mechanical properties, hardening and discoloration (no electrochemical mechanisms
involved). Degradation may be caused by heat, solar exposure and UV.
n For correct material selection and design are necessary: life time, temperature (!), environment and pressure.
n Main couple material-environment are: PE(or PP)-water, PVC-mineral acids, PVDF-acids (at higher pressure and temperature). Main Materials: Polyethylene (PE) Polypropylene (PP) Polyvinyl chloride (PVC-CPVC) Polyvinylidene Fluoride (PVDF) Teflon (PTFE)
110 THERMOPLASTICS
n Advantages
èExcellent chemical resistance to water environment,
l PTFE can withstand practically all
refinery environments below 200°C
èEasy welding and installation (not for all)
èNo protection required in underground service
n Disadvantages
èRapid decrease of properties with the temperature increase.
èChemical resistance to hydrocarbons
111 THERMOSETTERS
n Are characterized by the thermal degradation when exposed to heating.
n Thermosetters are generally used as matrix for composite material. Glass is generally used as fiber.
n Same degradation mechanism of thermoplastic:
Swelling, softening, loss of
mechanical properties, hardening and discoloration. Higher
resistance than thermoplastics.
Main matrix Materials: Epoxy resin
Vinyl ester epoxy resin Phenolic resin
112 THERMOSETTERS
Main applications are:
Firewater, cooling water, high
pressure water lines (special types up to 280 Bar), sewer.
Advantages
èExcellent chemical resistance to aqueous environment
èNo protection required in underground service
Disadvantages
èInstallation difficulties
èDesign and installation know how
èNot suitable in fire hazard area
èSensitivity to vibrations and mechanical stresses
113 CATHODIC PROTECTION
n History
In 1824 Sir Humphrey Davy discovered that is possible to protect the copper of royal ships from marine corrosion by electrically coupling it with iron.
n Basic Principle
The metal dissolution is reduced trough the application of cathodic current that may originates from:
è the corrosion of a less noble metal (sacrificial cathodic protection) è the conductive anode and ∆∆V (current impressed cathodic
protection)
n Scope of CP applications: è Protect from wet and soil
corrosion coated steel. è Allow the use of carbon
steel avoiding the material upgrade.
è Minimize the cost of CS coating maintenance.
114 CATHODIC PROTECTION
Cathodic protection techniques
n Sacrificial cathodic protection
èUse of anodic metal
l Magnesium (t< 40°C)
l Zinc (t < 40°C)
l Aluminum
(Cl- > 1000 ppm or t > 40°C)
èAnode connection with cathode
l direct (economical)
l trough a electrical resistance
(improve the control and avoid under and over protection)
èReference electrodes
l Allows monitoring and verification
115 CATHODIC PROTECTION
Cathodic protection techniques
n Impressed current cathodic protection
èanode material
l Ti Mixed metal oxide coated
l High silicon iron
l Ceramic electrodes
ècurrent generation
l an external DC current
source is necessary
èreference electrodes
l the use is mandatory in
conjunction with current control system
116 CATHODIC PROTECTION
n Design parameters
èTemperature (important for anode selection)
èpH
èChemical composition (Cl- and ions content)
èConductivity (high conductivity = aggressive condition)
èRedox potential (i.e. oxygen content or other oxidizer presence)
èDimensions of the metal surface in contact with conductive electrolyte.
(important! Water level on separators and oil tank internals)
n With the parameters is possible to design the system:
èwhich technique (sacrificial or impressed)
èanode selection (Al, Mg, Zn, Ti or Fe-Si-Cr)
èanode quantity (related to the required current)
èanode distribution (related to the disposition of the surface to protect)
ècurrent system design (only for impressed current)
117 CATHODIC PROTECTION
n Typical applications
èUnderground and submerged steel surfaces (may be required by law).
l Bottom tanks
l Underground and submerged Pipelines
l Jacket on offshore structures
l underground and submerged steel reinforced concrete
structures
èLow temperature corrosion on the process side (cost evaluation).
l Water tanks
is preferable to cathodically protect internally lined surfaces
l Water boxes (channels) of Thermal exchangers
CP avoids cladding in Cu-Ni alloys in seawater exchangers
l Water-oil separators
CP avoids the use of stainless steel or ensure lower maintenance of internal lining
MATERIAL SELECTION AND
MATERIAL SELECTION AND
MATERIAL SELECTION AND
MATERIAL SELECTION AND
CORROSION CONTROL IN
CORROSION CONTROL IN
CORROSION CONTROL IN
CORROSION CONTROL IN
REFINERY UNITS
REFINERY UNITS
REFINERY UNITS
REFINERY UNITS
119
MATERIAL SELECTION AND CORROSION CONTROL IN REFINERY UNITS
n
n DESALTERDESALTER
n
n ATMOSPHERIC DISTILLATION UNITATMOSPHERIC DISTILLATION UNIT
n
n VACUUM DISTILLATION UNITVACUUM DISTILLATION UNIT
n
n AMINE UNITAMINE UNIT
n
n HYDRODESULPHURIZATION UNITHYDRODESULPHURIZATION UNIT
n
120 DESALTER
THE DESALTER CAN BE THE SOURCE OR THE SOLUTION OF REFINERY’S PROBLEMS
121
TIPICAL CORROSION AND FOULING PROBLEMS
n Corrosion of water outlet lines (brine)
n Fouling of inlet heat exchangers (generally due to oxygen and excessive temperature)
n Remaining problems with desalter aren’t problems in the desalter itself (affect efficiency and downstream corrosion)
122
n Principal variables (by UOP)
èwash water (4-10%)
èSettling time (30-45min)
èTemperature (90-150°C, high enough to dissolve sediments and salts)
èDesalting chemicals (0.25 - 1 pint for 1000 barrels)
èAlternating electric field
èValve
è∆∆P (7-15 psig) èLevel
n TARGET: DESALT TO LESS THAN 2 LBS/THOUSAND BARREL (PTB) n Stripped Water should be used as wash water
123
TEMPERATURE
n Increasing temperature reduces viscosity and reduces settling time
n Increasing temperature increases water solubility and water (including dissolved salt) carry over
n Keep inlet heat exchangers below 150 °C
èReduce corrosion rates in exchangers
èReduce fouling in exchangers (minimizing salt precipitation)
124 ATMOSPHERIC DISTILLATION UNIT
125 ATMOSPHERIC DISTILLATION UNIT
TYPICAL CORROSION AND FOULING PROBLEMS
n HCl corrosion in the OVHD system
èAmmonium Chloride
èAmmonium Bisulfide
n High temperature sulfur corrosion
n Naphtenic acid corrosion
n Asphaltine/wax/polymer fouling
n PASCC (300 series SS)
126
METALLURGY
Use Chrome alloy (solid or lining for high Cr %) for sulfur
resistance (according to McConomy curves) es. 1.25 Cr, 2.25Cr, 5 Cr, 9Cr, 12Cr in the bottom section of CDU tower and in the hot side of the heating train
n Use Monel for HCl resistance in the top section of tower (for cladding and trays) and in the OVHD accumulator if
condensation is expected
n Use 90-10 Cu-Ni for Chloride resistance in the desalter brine
n If Naphtenic acid are an issue (Note: check TAN number in cuts)
èALL 5 - 9 - 12Cr change to 317 or 316 with 2.5% min Mo (see also T and TAN)
èCarbon steel in gas oil cut may also change to 317 or 316 with 2.5% min Mo
èMust guard against PASCC of austenitic SS
127 ATMOSPHERIC DISTILLATION UNIT - MSD
NOTE: The indicated selection is not a guideline; it indicates only a possible choice among several solutions as a function of process conditions, corrosion mechanisms involved, lifetime and Prj requirements
128 ATMOSPHERIC DISTILLATION UNIT - OPERATING GUIDELINES
CAUSTIC INJECTION
n Inject caustic if necessary to reduce chlorides in OVHD or to reduce TAN
èUse fresh 2-3% caustic
èInject no more than 4 PTB
èInject to crude no hotter than 150 °C
èInject at least 5 feet upstream of equipment
èand as close to desalter downstream as possible
èInject using a quill TAIL WATER pH
n Operate between pH 5.5- 6.5 in tail water
n Use a online pH meter
n Automate control of corrosion inhibitor injection
n Keep pH meter clean (filming amine, used as inhibitor, can dirty the instrument)