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Chapter 7: Corrosion 
 
 
Chapter 7: Corrosion 
Oil Field Chemicals Training Manual 
7-2 
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Confidential & Proprietary – DO NOT DUPLICATE 
7.1 Problem 
Corrosion is possibly the most important and costly cause of problems encountered in oil 
production systems. Corrosion requires special consideration during the design and fabrication of 
production equipment and the operation of the process. 
 
Corrosion detection, monitoring, and control are paramount considerations when seeking 
maximum equipment life, minimum cost, and maximum safety. 
 
Corrosion can occur anywhere in the production system — from well bottom to final transfer of 
produced gas or oil to the refinery. 
 
To control corrosion, you need to understand the nature and mechanisms by which it occurs. 
 
7.2 Theory 
Corrosion is the deterioration of a substance, usually a metal, due to a reaction with its 
environment, so “Why do metals corrode?” 
 
Metals do not normally exist in nature as pure substances. They occur combined with other 
elements as ores. Most ores are oxides where the metal element is combined with oxygen. For 
example, the most common form of iron ore is hematite, which is essentially a mixture of iron 
oxides of the type Fe2O3. Hematite looks like rust and is in fact one component of rust. 
 
Iron ore is converted to steel by the addition of energy. This same energy is expended when the 
steel reconverts back to rust as it corrodes. 
 
This principle applies to most corrosion processes. The refining and corrosion cycle is a process 
whereby energy is added during refining the ore to pure metal and expended as the metal 
corrodes back to its original ore. This energy is the driving force for corrosion. 
 
All of the corrosion problems that occur in oil and gas production systems are due to the 
presence of water, in either large amounts or just traces. This corrosion process is known as the 
“wet corrosion process” and is electrochemical in nature. 
 
7.2.1 Corrosion Mechanisms 
As stated above, wet corrosion is an electrochemical process. As corrosion occurs, an electrical 
current passes through the corroding metal. 
 
For current to flow, there has to be a voltage source and a completed electrical circuit. 
 
 
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7.2.1.1 Voltage Source 
 
The source of voltage is the energy stored during the original metal refining process. Different 
metals require different amounts of energy when being refined. This in turn gives them differing 
tendencies to corrode. This energy can be measured and is shown in the Galvanic or 
Electrochemical series, which is a progressive comparison of the electromotive force (EMF) of 
each metal when immersed in water. The electromotive force is the voltage required to lose or 
gain electrons (or to be oxidized/reduced). Potential values of EMF are a function of both the 
metal and the chemical and physical characteristics of the water. Absolute values also depend 
upon temperature, velocity, and other factors, but for most purposes, it is sufficient to compare 
voltages in water under similar conditions. 
 
This principle is shown in the following short table of metal potential comparisons. 
 
 Metal Volts* 
 
Magnesuim 
 
(Mg) 
 
-2.37 
Aluminum (Al) -1.66 
Zinc (Zn) -0.76 
Iron (Fe) -0.44 
Copper (Ca) +0.34 to +0.52 
Most Energy 
Required for 
Refining 
 
Silver (Ag) +0.80 
Most Eager to 
Corrode 
 
Least Energy 
Required for 
Refining 
Gold (Au) +1.50 to +1.68 Least Eager to 
Corrode 
 
* With respect to NHE (normal hydrogen electrode) 
 
7.2.1.2 The Electrical Circuit 
 
In addition to a voltage source, there also needs to be a completed electrical circuit consisting of 
an anode, a cathode, and an electrolyte. 
 
The Anode 
 
The anode is the part of the metal surface that corrodes — that is, the metal dissolves in the 
electrolyte. 
 
The reaction for iron would be: 
 
Fe 
Iron Atom 
Fe++ 
Iron Ion 
+ 2e- 
Electrons 
 
This loss of electrons is called oxidation. The iron ion goes into solution, and the two electrons 
are left behind in the metal. 
 
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The Cathode 
 
The cathode is that portion of the metal surface that does not dissolve. It is the site where 
chemical reactions that absorb the electrons generated at the anode. 
 
The electrons generated as the iron dissolves at the anode and travel through the metal to the 
cathodic surface area. There are two primary reactions possible at the cathode, the “hydrogen 
evolution reaction” and the “oxygen absorption reaction.” Other reactions are possible but are 
encountered less often. 
 
In the hydrogen evolution reaction, the electrons combine on the surface of the metals with 
hydrogen ions in the electrolyte to form hydrogen molecules, which escape as gas bubbles. This 
consumption of electrons is called a reduction reaction. It should be noted that some hydrogen 
atoms are left uncoupled and diffuse into the metal, which causes embrittlement or blistering. 
(See 11.2.4.2.) 
 
The reaction would typically be: 
 
2H+ 
Hydrogen 
Ions 
+ 2e- 
Electrons 
H2 
Hydrogen 
Gas 
 
Hydrogen ions exist to a small extent in water and are plentiful in acidic environments. Hence, 
this reaction is favored in acid solution and oxygen-free environments. 
 
The complete corrosion cell is represented by: 
 
Fe Fe2+ + 2e- Anodic Reaction 
 
2H+ + 2e- H2 
 
Cathodic Reaction 
 
This becomes overall: 
 
Fe 
Iron 
Ion 
+ 2H+ 
Hydrogen 
Ion 
 Fe2 
Iron 
+ H2 
Hydrogen 
Gas 
 
Iron metal goes into solution (corrodes), hydrogen gas is generated. 
 
In the oxygen absorption reaction, the electrons at the cathode combine with oxygen and water to 
form hydroxyl ions. 
 
 
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The reactions would typically be: 
 
O2 
Oxygen 
Atom 
+ 2H2O 
Water 
+ 4e- 
Electrons
 4OH- 
Hydroxyl 
Ions 
 
This reaction added to: 
 
2Fe 2Fe2+ + 4e- 
 
 
becomes overall: 
 
2Fe 
Iron 
Atom 
+ O2 
Oxygen 
+ 2H2O 
Water 
 2Fe2+ 
Iron 
Ion 
+ 4OH- 
Hydroxyl 
Ions 
 2Fe(OH)2 
Ferrous 
Hydroxide 
 
The iron ion and hydroxyl ions combine to form ferrous hydroxide, which is rapidly oxidized to 
ferric hydroxide. 
 
4Fe(OH)2 + O2 + 2H2O 4Fe(OH)3 
 
During rusting in the atmosphere, ferric hydroxide dehydrates to form red brown iron rust Fe2O3. 
 
4Fe(OH)3 2Fe2O3 + 6H2O 
 
 
The oxygen absorption reaction occurs in fresh water, seawater, salt solutions, and alkaline or 
basic media, which are fully oxygenated. 
 
Since oxygen is not naturally present in oil and gas production, the hydrogen evolution reaction 
is most commonly encountered. If oxygen is allowed to leak into the production system, then the 
oxygen absorption reaction will take place. 
 
For corrosion to occur, there must be a formation of ions and release of electrons at an anodic 
surface where oxidation or corrosion of the metal occurs. There also must be a simultaneous 
acceptance at the cathodic surface of the electrons that were generated at the anode. 
 
The anodic and cathodic reactions occur at equivalent rates. Electrons flow from the anode to the 
cathode through the metal. 
 
Convention says that the electrical current flows in the opposite direction to the electron flow. 
Thus, the electrical current flows from cathode to anode within the metal. 
 
The metal betweenanode and cathode is an electrical conductor. 
 
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The Electrolyte 
 
The above reactions will only occur if the metal surface is covered by an electrically conductive 
solution. This solution is called an electrolyte. 
 
Water is an electrolyte whose electrical conductivity increases as the amount of dissolved salts or 
ions increase. The electrolyte conducts current from the anode to the cathode. The current then 
flows to the anode through the metal, thus completing the circuit. 
 
The combination of anode, cathode, and electrolyte is called a corrosion cell. 
 
 
Fe+2 Fe+2
2e-2e
-
2H+ 2H+
H2 H2
Anode
Cathode
Electrolyte
Figure 1. 
 
Figure 1 illustrates a typical corrosion cell. Metal atoms do not necessarily dissolve at a single 
point on the metal surface and cathodic areas are not restricted to one area on the metal surface. 
 
These processes may be limited to localized areas resulting in localized corrosion known as 
“pitting.” If the reactions occur randomly over the surface of the metal the result is general 
corrosion. 
 
The reason why some areas act as anodes and some as cathodes is not fully understood. In most 
cases it is assumed that it is due to inhomogeneities on the metal surface, or in the electrolyte or a 
combination of both. 
 
 
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7.2.2 The Corrosion of Steel 
Most metals are not homogeneous; they contain inclusions, precipitates, and different phases. 
When such a metal is placed in an electrolyte, potential differences exist between these different 
areas, resulting in corrosion cells on the metal surfaces. 
 
For example, steel, the most widely used metal in the oil and gas production processes, is not a 
pure substance but is composed essentially of an alloy of iron and a number of trace elements 
such as carbon. Pure iron is a relatively weak, ductile metal. If it is alloyed with small amounts 
of carbon (0.2% to 1.0%), a much stronger metal is formed. The product of the iron and carbon is 
pure iron (Fe□) and iron carbide (Fe3C). 
 
Iron carbide is distributed within the steel as microscopic grains. These iron carbide grains, 
which appear as islands on the metal surface, have a lower tendency to corrode than the pure 
iron. The iron carbide and pure iron are in intimate contact, which allows electron flow between 
them. 
 
When the steel is placed in an electrolyte, the electrical circuit is completed, and current flows 
between the millions of micro cells on the metal surface. The iron acts as the anode and corrodes, 
while the iron carbide acts as the cathode. 
 
ANODE CATHODE
Fe3C
Fe
Fe2+
Fe2+
e-
H+ H+
H2 H2 H2 H2 H2
Figure 2. 
 
This is illustrated in Figure 2, where iron goes into solution at the pure iron anode and the 
electrons that are left behind migrate to the iron carbide cathode. As corrosion products 
accumulate, the potential distribution on the metal surface may change, shifting the anodic areas. 
 
 
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Other inhomogeneities in metals can be responsible for corrosion cells. Intergranular attack is 
caused and accelerated by potential differences between the grain and grain boundaries. Casting 
and welding can cause concentration differences in metal compositions from point to point, 
which gives a rise to potential differences between areas. 
 
-
+
-+
-
+-
+
-+
-
+
METAL
Figure 3. 
 
Metal inhomogeneities cause potential differences on metal surfaces. These differences are one 
of the primary causes of corrosion. Figure 3 illustrates this principle. 
 
Any metal surface is a composite of electrodes electrically short-circuited through the body of 
the metal itself. So long as the metal remains completely free of water, localized current does not 
flow and corrosion will not occur. 
 
 
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7.2.3 Polarization 
As noted earlier, hydroxyl ions (OH-), hydrogen gas (H2), or both are produced at the cathode as 
a result of the corrosion reactions. If these chemical reaction products remain at the cathode, they 
stifle the cathodic reaction. Consequently, the anodic reaction also slows down since it cannot 
proceed at a higher rate than electrons can be consumed at the cathodic surfaces. 
Cathodic polarization acts as a barrier to current flow, so the rate of corrosion attack is decreased 
or stopped completely. 
 
This is illustrated in Figure 4. 
 
Fe2+ Fe2+ Fe2+
Fe2+
Fe2+ Fe2+
Fe2+
Fe2+
e-e- e-
H+ H+ H+
H2 H2 H2
Gas Bubbles
H2O H2O
O2O2
OH- OH- OH-
e-e- e-
Fe
FeFe
Fe
Fe Fe
Fe
Fe
Fe
Fe
Fe
(a.)
(b.)
 
Figure 4: 
(a) Polarization of the cathodic area at lower pH values by hydrogen molecules. 
(b) Polarization of the cathodic area by an alkaline film highly concentrated in hydroxyl ions. 
 
 
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7.2.4 Factors Influencing Corrosion Mechanisms 
Corrosion principles have been generally discussed using steel as an example. Corrosion 
mechanisms can be greatly influenced by many factors such as: 
 
„ Electrolyte composition — conductivity, pH, salts 
„ Dissolved gases — oxygen, carbon dioxide, hydrogen sulfide 
„ Physical effects — temperature, pressure, velocity 
 
7.2.4.1 Electrolyte Composition 
 
Conductivity 
 
The electrolyte completes the electrical circuit. The more conductive the electrolyte, the easier 
the current can flow and thus the faster is the corrosion rate. 
 
The amount of metal that dissolves is directly proportional to the flow of current. For example, 
one ampere of current flowing for one year allows approximately 9 kg (19.8 lb.) of iron to 
dissolve. 
 
Distilled water is not very conductive, whereas by contrast seawater is quite conductive and can 
be very corrosive. Here, we are considering conductivity alone. The presence of dissolved gases 
and the pH may make even distilled water corrosive, whereas a saline water containing no 
dissolved gas and at alkaline pH may be almost noncorrosive. Most formation waters produced 
with oil and gas contain high levels of salts and are very conductive. 
 
If all other conditions remain constant, the more conductive the electrolyte the less corrosion 
current is at a given electromotive force. 
 
 
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pH 
 
pH is a means for measuring the alkalinity/acidity of water. The pH range is expressed as a scale 
from 0 to 14 and is the negative logarithm of the hydrogen ion concentration. 
 
pH = - Log [H+] 
 
A pH value of 7 is neutral, below pH 7 the water is acidic while above pH 7 the water 
is alkaline. 
 
 
 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 
 
 ACIDIC NEUTRAL ALKALINE 
 
Since pH is a logarithmic function there is a ten-fold difference in concentration between each 
pH level. For example, at pH 5 the concentration of hydrogen ions is ten times that at pH 6. At 
pH 3, the concentration of hydrogen ions is one thousand times that at pH 6. 
 
On exposure of the metalto water, the localized cells function and corrosion commences. 
 
The variations of corrosion rate with pH depend upon the metal and the composition of the 
electrolyte. 
pH
C
or
ro
si
on
 R
at
e
pH
C
or
ro
si
on
 R
at
e
14 14
(c.) (d .)
pH
C
or
ro
si
on
 R
at
e
pH
C
or
ro
si
on
 R
at
e
14 14
(a .) (b .)
0 0
0 0
 
Figure 5: 
(a) Nobel metals (i.e., gold, silver, platinum) 
(b) Metals with amphoteric oxides (i.e., zinc, aluminum and lead) 
(c) Acid soluble metals (i.e., magnesium) 
(d) Iron 
 
Figure 5 shows how the corrosion rate of various metals changes with increasing pH. 
 
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The noble metals (gold, silver, platinum, etc.) are relatively unaffected by the pH of water, while 
aluminum, zinc and lead exhibit what is known as “amphoteric characteristics.” In this case, the 
metal forms a protective hydroxide coating at neutral pH. When the pH is acidic or alkaline the 
protective hydroxide dissolves and the metal corrodes. 
 
Metals such as magnesium form protective hydroxide films which dissolve under acidic 
conditions. 
 
The corrosion rate of iron increases as the pH of the water decreases below pH 4. 
 
Between pH 4 and pH 12 a protective hydroxide film provides protection. This protective film 
dissolves below pH 4. At extremely high pHs iron is again attacked, by phenomena known as 
“caustic cracking.” 
 
7.2.4.2 Dissolved Gases 
 
Dissolved oxygen, carbon dioxide and hydrogen sulfide considerably increase the corrosivity of 
water. In fact, most corrosion in oilfield processes is due to dissolved gases. If it were possible to 
exclude these gases pH would be maintained at 7.0 or higher and corrosion in the oil and gas 
production systems would be greatly reduced. 
 
Oxygen 
 
Of the three gases mentioned above, oxygen has the greatest potential for corrosion. 
Dissolved oxygen at very low levels can cause corrosion. Combination with either or 
both the other two gases (H2S or CO2) drastically increases their corrosivity. 
 
Oxygen accelerates corrosion in two ways: 
 
„ As a depolarizer. This means oxygen combines with electrons preventing the 
formation of a hydrogen protective blanket. The energy taken to evolve hydrogen 
gas at the cathode is a major bottleneck in the corrosion reaction causing it to 
slow down or stop completely. When oxygen is present, the corrosion rate is 
limited primarily by the rate at which oxygen can diffuse to the cathode. 
„ As an oxidizer. The oxidation of ferrous ions (Fe++) to ferric ions (Fe+++) increases 
the corrosion rate at pH above 4. This is because ferric hydroxide is insoluble and 
precipitates from solution. The corrosion rate increases as more ferrous ions are 
supplied from the metal to maintain the equilibrium in the solution. If the ferrous 
ions are rapidly oxidized to ferric away from the metal surface then the corrosion 
reaction proceeds very rapidly. If on the other hand the oxidation occurs so 
rapidly that the ferrous ions cannot diffuse away from the metal surface, then 
ferric hydroxide can form on the anode and become protective. 
 
 
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Whether the precipitated ferric hydroxide is protective or not depends upon the nature 
of the deposit. If the deposit is adherent, continuous and nonporous then it will be 
protective. This type of deposition is rarely achieved. 
 
The normal corrosion reaction in oxygenated systems is: 
 
4Fe 4Fe++ + 8e- (1) 
4Fe++ 4Fe+++ + 4e- (2) 
4Fe 4Fe+++ + 12e- (3) Overall anode reaction 
3O2 + 6H2O + 12e- 12OH- (4) Overall cathode reaction 
 
Therefore, balancing the electron producing and electron consuming reactions by 
combining (3) and (4): 
 
4Fe + 3O2 + 6H2O 4Fe+++ + 12OH- (5) 
 
and finally: 
 
4Fe+++ + 12OH- 4Fe(OH)3 
 
 
Chloride ions can interfere with the formation of a protective layer and corrosion 
rates will then continue to increase with oxygen concentration. 
 
The amount of oxygen present in water is a function of the pressure in the system, 
temperature and chloride content. Oxygen is less soluble in saline water than in fresh 
water. 
 
Temperature Dissolved Oxygen Content (ppm) 
°C (°F) A B C 
0 (32) 14.6 13.0 11.3 
5 (41) 12.8 11.4 10.1 
10 (50) 11.3 10.1 9.0 
15 (59) 10.1 9.1 8.1 
20 (68) 9.1 8.3 7.4 
25 (77) 8.4 7.6 6.7 
30 (86) 7.6 6.9 6.1 
 
Where: 
 
A = Chloride content zero 
B = Chloride Content 10,000 ppm w/w 
C = Chloride content 20,000 ppm w/w 
 
Very small concentrations of oxygen (<1 ppm) can be very damaging. 
 
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Also, because of its depolarizing role oxygen will drastically increase the corrosivity 
resulting from other dissolved gases such as H2S and CO2. 
 
Concentration cells, or differential aeration cells can cause preferential attack or 
pitting. Whenever 
there is a difference in the oxygen content of water in two areas of a system, 
corrosion occurs preferentially in the areas exposed to the lowest oxygen 
concentration. Typical examples are crevices and water-air interface. 
 
In oil and gas production systems, only limited parts contain oxygenated fluids. 
 
Any oxygen present when the sedimentary rocks were laid down millions of years in 
the past will have reacted to form an oxide. This means that there is no free oxygen in 
the reservoir and as long as oxygen ingress is prevented the oil and gas production 
system will not suffer from oxygen attack. However, in sections of certain systems, 
notably the oily water effluent treatment plants, oxygen is not excluded and oxygen 
corrosion is experienced. 
 
Carbon Dioxide 
 
Corrosion caused by carbon dioxide is known as “sweet corrosion.” 
 
Carbon dioxide is about 36 times more soluble in water than oxygen at 25°C. It dissolves in 
water forming carbonic acid. This lowers the pH of the water and increases its corrosivity. The 
dissociation of carbon dioxide in water depends upon pH and can be described as follows: 
 
CO2 + 2H2O → 2H2CO3 
 
2H2CO3 → H3O+ + HCO3- 
 
HCO3- + H2O → H3O+ + CO32- 
 
2H3O+ → 2H+ + 2H2O
 
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The overall reaction for the dissociation of carbon dioxide in water is: 
 
a) CO2 + H2O → 2H+ + CO3 
 
The corrosion due to carbon dioxide proceeds as follows: 
 
b) Fe 
Iron Atom 
 Fe2+ 
Ferrous 
Ion 
+ 2e- 
Electrons 
Anodic 
Reaction 
 
c) 2H+ 
Hydrogen 
Ion 
+ 2e- 
Electrons 
 H2 
Molecular 
Hydrogen 
Cathodic 
Reaction 
 
 
d) Fe2+ 
Iron Ion 
+ CO3- 
Carbonate 
Ion 
 FeCO3 
Iron Carbonate Corrosion 
Product 
 
Combining a) and d), the overall reaction is therefore: 
 
Fe + H2O + CO2 FeCO3 + H2 
 
The important factors governing the solubility of carbon dioxide are pressure, temperature, pH, 
and water composition. Pressure is most often the controlling factor, especially in gas 
condensate systems where the dissolved mineral content is low. It is usual to use the partial 
pressure of carbon dioxide as a measure of the potential for corrosion. 
 
Partial pressure = total pressure x mol. fraction carbon dioxide 
 
For example, in a system where the pressure is 6,000 psi with a gas containing 1.17 mol % 
carbon dioxide. 
 
Partial pressure = 6,000 x 0.0117 = 70.2psi 
 
The following yardstick has been used to assess corrosivity of gas condensate wells 
producing small amounts of low salinity water: 
 
1. A partial pressure above 30 psi indicates that corrosion is almost certain. 
 
2. A partial pressure between 7 and 30 psi indicates that corrosion is possible. 
 
3. A partial pressure below 7 psi indicates noncorrosive conditions. 
 
 
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The above is based on the API guidelines that apply to most cases. However, recent 
field studies suggest that significant corrosion can occur even under 7 psi of CO2 
pressure. 
 
The presence of dissolved acid salts can buffer the water such that large increases in 
carbon dioxide may produce only a small change in pH. 
 
The solubility of carbon dioxide is inversely proportional to temperature changes. 
 
Figure 6 illustrates the relationships between pH, pressure, temperature and the 
solubility of carbon dioxide in water. 
 
pH
Pressure (psi)
Pr
es
su
re
 (1
00
0 
ps
i)
ppm CO2 in Brine
T1
T2
Te
m
pe
ra
tu
re
ppm CO2
P2
P1
(a.) (b.)
(c.)
T1 < T2
P1 < P2
 
Figure 6: 
(a) Effect of pressure of carbon dioxide on pH 
(b) Solubility of carbon dioxide with pressure 
(c) Solubility of carbon dioxide with temperature 
 
 
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Hydrogen Sulfide 
 
Corrosion caused by hydrogen sulfide is known as ‘Sour Corrosion’. Hydrogen 
sulfide is about 70 times more soluble in water than oxygen. Hydrogen sulfide 
represents a particularly serious corrosive problem because it can attack steel by three 
different mechanisms: acid attack, galvanic attack, or hydrogen attack. 
 
„ Acid attack — In the presence of water, hydrogen sulfide dissolves to form a 
weak acid, which then dissolves iron to form complex sulfides. In general terms 
the corrosive reaction can be described as: 
 
H2S 
Hydrogen 
Sulfide 
+ Fe 
Iron 
 FexSy 
Complex 
Iron 
Sulfides 
+ 2H 
Atomic 
Hydrogen 
 
„ Galvanic attack — Iron sulfide is one of the most insoluble compounds known 
and tends to deposit on, and adhere to, the metal surfaces. Iron sulfide is cathodic 
to steel and so stimulates the generation of an electric circuit, which results in 
further attack on the iron. If the entire iron surface is covered with iron sulfide 
deposits then this will disrupt the adsorption of electrodes at the cathodic sites and 
stop the reaction. However, iron sulfide films are not normally continuous or 
adherent. 
 
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„ Hydrogen attack — Hydrogen attack takes two forms, namely “hydrogen 
blistering” and “hydrogen embrittlement.” In both cases hydrogen atoms are 
generated by the standard corrosive reactions. Under normal circumstances these 
hydrogen atoms combine in pairs to form hydrogen gas molecules, which escape 
from the surface into the environment. 
 
However, hydrogen atoms are sufficiently small to diffuse into the steel where 
they cause damage. Some substances such as sulfide ions reduce the rate of 
formation of hydrogen molecules from atoms. Therefore, in the presence of 
sulfide ions, there is a greater concentration of hydrogen atoms on the surface and 
hydrogen damage is more severe. 
− Hydrogen blistering — Hydrogen atoms diffuse through the steel and at some 
point combine to form molecular hydrogen. Hydrogen molecules are too large 
to diffuse through the steel, so are trapped, and build up as additional atomic 
hydrogen diffuses in and recombines. An accumulation of gas, under rising 
pressure, finally becomes so great that the metal is ruptured. 
 
The blister type of failure is a result of conditions that lead to the formation of 
hydrogen gas at a specific depth below the metal surface. Accumulated gas, 
therefore, lies in a plane parallel to the surface. Pressure is ultimately relieved 
along this plane. The outward signs of this appear as a characteristic bulge or 
blister, which may range from microscopic size to several inches in diameter. 
− Hydrogen embrittlement — This occurs in high strength steels where the 
metal lattice is highly strained. When atomic hydrogen diffuses into this 
lattice, it is further strained rendering the steel brittle and less ductile. 
 
The failure of these high strength steels due to hydrogen embrittlement does 
not necessarily occur immediately on applying a load. Often, there is a long 
period where no damage is observed, followed by a sudden failure. The time 
to failure increases as the H2S concentration decreases. 
 
As little as 0.1 ppm H2S in water and partial pressure as low as 0.001 
atmosphere can cause this problem, although with very long time to failure. 
Hydrogen sulfide can be produced by microorganisms known as “sulfate 
reducing bacteria” (SRB). The presence of two or more of the gases (oxygen, 
carbon dioxide, or hydrogen sulfide) greatly increases the corrosive effect. 
 
 
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7.2.4.3 Physical Effects 
 
Corrosion rates are affected by the various physical conditions that exist in the system, such as, 
temperature, pressure and fluid velocity. 
 
„ Temperature — The effect of temperature can vary according to other conditions that prevail 
at the time. Temperature increases can produce the following effects: 
− The rate of the corrosion reaction will increase. As a rule of thumb, chemical reaction 
rates double for every 460F (80C) rise in temperature. 
− The solubility of dissolved gases will decrease. In open systems, dissolved gases can 
escape as a rise in temperature reduces their solubility. In a closed system, the gases 
cannot escape. Thus, the corrosivity of water will increase with temperature rise up to the 
point that dissolved gases escape and then decrease, but in a closed system will continue 
to increase. 
− The solubility of dissolved salts will be altered. Calcium or magnesium bicarbonate 
dissolved in water will decompose as the temperature rises. Released carbon dioxide may 
produce higher corrosion rates, but the resulting calcium and magnesium carbonates may 
deposit on the metal surface and provide a protective scale. 
„ Pressure — The major effect of pressure is the increase in dissolved gas as pressure 
increases, with a consequent increase in corrosivity of the system. 
„ Velocity — The effect of velocity is variable. 
− Increase in velocity tends to increase general type corrosion rather than pitting type 
corrosion. 
− Low velocities tend to increase pitting corrosion but decrease general corrosion. 
− High velocities combined with the presence of suspended solids or gas bubbles produces 
an effect known as “erosion corrosion” and also “impingement” or “cavitation.” 
− Low velocities favor the growth of SRB and thus the production of corrosive hydrogen 
sulfide. 
− Low velocities in mixed hydrocarbon and water systems favor the separation of the two 
phases and thus increase the corrosion rate, while high velocities favor emulsification and 
water entrainment with reduced corrosion. 
 
 
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7.3 Conducting a System Survey 
Guidelines for performing a system survey can be found in Attachment 1 in section 7.12, 
Appendix at the endof this chapter. 
 
7.4 Types of Corrosion 
Failure of metals due to corrosion can occur in many ways. The most common form of corrosion 
is uniform loss of metal, but in oil and gas production operations, metal loss is frequently 
localized in the form of discrete pits or larger localized areas. Metals can also crack due to 
corrosion without any perceptible loss of material. It is important to know the various forms that 
corrosion can take and how it can cause problems in oil and gas operations. 
 
For convenience corrosion can be classified into eight types, based upon the physical appearance 
of the corroded metal. They are: 
 
„ Uniform corrosion 
„ Galvanic or bimetallic corrosion 
„ Concentration cell corrosion 
„ Pitting corrosion 
„ Intergranular corrosion 
„ Stress corrosion 
„ Erosion/corrosion, impingement, cavitation 
 
To see the effects of the various types of corrosion, please see Basic Corrosion Identification. 
 
7.4.1 Uniform Corrosion 
This type of corrosion occurs when the anodic and cathodic areas keep shifting and corrosion 
takes place more or less uniformly over the entire exposed metallic surface. The metal becomes 
progressively thinner and eventually fails. 
 
This form of corrosion destroys the largest amount of metal, on a tonnage scale. However, 
technically, uniform attack causes the least concern since service life can be accurately estimated 
based on relatively simple laboratory tests. 
 
Localized corrosion often results in more unexpected failures. 
 
 
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7.4.2 Galvanic or Bimetallic Corrosion 
This type of corrosion occurs when two different metals are in contact with each other and 
exposed to a corrosive electrolyte. This coupling of dissimilar metals is referred to as a 
“bimetallic couple.” 
 
Corrosive attack on the more reactive metal is increased and corrosive attack on the less reactive 
metal is decreased. The more reactive metal becomes the anode and the less reactive becomes the 
cathode; a galvanic cell is produced. 
 
For example, when copper and steel are connected and placed in an electrolyte, such as water, 
steel becomes an anode. The steel is said to be anodic to the copper, which is cathodic. Since 
metal loss occurs at the anode the steel corrodes. 
 
The driving force for the current, and hence corrosion rate, is the potential difference between 
the two metals. This is the principle of the “dry battery.” 
 
This principle can also be utilized beneficially in cathodic protection, where for example, steel is 
connected to a more reactive metal such as magnesium. The steel then becomes cathodic relative 
to the magnesium, which becomes the anode and corrodes preferentially. Figure 1, in the 
Appendix, shows a simple galvanic series for metals exposed to water. The farther apart the two 
metals are in this series, the greater the potential difference when they are coupled. The metal 
higher in the series becomes anodic to the one below it and preferentially corrodes. 
 
A general rule indicating the likely severity of corrosive attack in galvanic corrosion is the “Area 
Principle” or “Area Effect.” This states that the total corrosion is proportional to the total area 
exposed to the corrosive electrolyte. 
 
Also, where conditions for galvanic corrosion exist the least resistant metal will suffer almost all 
of the corrosion. Thus steel rivets in monel (a copper/nickel alloy) or copper sheet will corrode 
rapidly whereas monel or copper rivets in steel plate do not corrode. The total corrosion in terms 
of metal loss at the anode is proportional to the total area exposed. 
 
As the ratio of the cathodic area to the anodic area increases the corrosion rate of the more 
anodic metal is rapidly accelerated. Rapid catastrophic failure can result if small areas such as 
rivets, welds or flanges are anodic to the bulk material. 
 
The area affect can also be seen in the pitting of fresh steel pipe. As it comes from the steel mill 
the pipe is covered in mill scale. Mill scale is an electrical conductor and cathodic to steel. 
Therefore, areas that are covered with mill scale are protected and corrosive attack is 
concentrated on those areas where there is no mill scale. Eventually the mill scale loosens and is 
removed in the fluid stream so this type of attack occurs only in the early life of the system. 
 
 
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Other examples of galvanic corrosion are: 
 
„ Weld-line corrosion 
 
The welding process sometimes creates a microstructure near the weld, which differs in 
potential from the parent steel. This is called HAZ (heat affected zone). The different 
areas have different tendencies to corrode. Care is thus taken during welding to avoid 
this, e.g., by post-weld heat treatment. 
„ Ringworm corrosion 
 
In pipe or tubing manufacture the heat required in “upsetting” the pipe end causes the 
heated end to have a different grain structure from the rest of the pipe. 
 
A transition zone is formed near the upset run out, which is susceptible to corrosive 
attack. The corrosion occurs in a tube a few inches from the upset either in a smooth 
fashion or as severe pitting. 
 
Ringworm corrosion can be avoided by fully heat treating the tubing after upsetting. 
 
7.4.3 Concentration Cell Corrosion 
Localized differences in electrolyte composition are referred to as concentration cells. A 
difference in potential is created when a single metal is exposed to water containing zones where 
the dissolved substances differ, or are present in different concentrations. 
 
The part of the metal in contact with the highest concentration of ion or substance becomes 
cathodic to that part of the metal in contact with the lowest concentrations of ion or substance. 
 
Examples of concentration cells are: 
 
„ Crevice corrosion 
 
Crevices on the metal surface promote the formation of concentration cells. For example, 
in oxygenated systems, oxygen in the crevice may be consumed more rapidly than fresh 
oxygen can diffuse into the crevice. This causes the pH in the crevice to decrease 
providing an acidic environment which accelerates corrosion. Another mechanism is 
described below (4. Deposits). Chances are that both occur. 
„ Oxygen tubercules 
 
This type of corrosion results from a similar mechanism to that of crevice corrosion but is 
caused by the formation of a porous layer of iron oxide or hydroxide which unevenly 
deposits on the steel surface. 
 
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„ Differential aeration cells 
 
An air/water interface in an atmospheric tank is one example of a differential aeration 
cell. The water near the surface contains more oxygen than the water below the surface. 
This difference in oxygen levels causes preferential attack at the water line. 
„ Deposits 
 
A deposit on the metal surface exposed to aerated water will corrode beneath the deposit 
as the oxygen level at that location becomes less than the oxygen concentration in the 
bulk liquid. As oxygen is hindered from migrating into the deposit, the area under the 
deposit becomes anodic relative to the surrounding area. Figure 7 illustrates this type of 
corrosion. 
 
The effect of dissolved solids on corrosivity is complex. Not only is the concentration 
effect important, but also the species of the ions involved. Some dissolved ions such as 
carbonate and bicarbonate may reduce corrosion by forming a tenacious layer. Others 
such as chloride and sulfate may increase corrosionby interfering with the formation of a 
protective layer and stabilizing pH. 
 
7.4.4 Pitting 
This form of corrosion is not only the most difficult to predict, but also is probably the most 
vicious type. 
 
In this type the anodic area remains fixed in one place and corrosion therefore proceeds inwardly 
on one spot. The entire driving force of the corrosion reaction is concentrated at these localized 
spots where the corrosion rate will be many times greater than the average corrosion rate over the 
entire surface. The pits that result may be wide and shallow or deep and narrow. Pitting is more 
dangerous than general corrosion because the pitted area can become penetrated in a relatively 
short time. 
 
The formation of local cells due to a partial destruction or breakdown of protective scale causes 
pitting of carbon steel. 
 
When a corroding metal becomes covered with a corrosion product that is dense and adherent, 
the product protects the metal from further corrosion. If the protective scale is removed from 
localized areas then these become anodic to the other areas beneath the scale, which remains 
protective. The anodic areas corrode preferentially and pitting occurs. 
 
Oxygen, hydrogen sulfide, and carbon dioxide are the commonly encountered corrosive species 
that cause pitting in oil field systems. 
 
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Cl- O2
Na+ Ca2+
O2 O2
O2
Cl-
Cl-
Cl-
Na+
(a) Debris settles on metal surface
Fe2+ Fe2+ Fe2+
Anodic
Area
2e 2e 2e
Cathodic reaction
O2 + 2H2O + 4e- 4OH-
Cl-Cl
-
Cl- O2
O2O2
Na+Na+
(b) Oxygen can reach metal surface only at open surface.
Cathodic reaction continues
O2 + 2H2O + 4e- 4OH-
Cl-
Anodes
Fe2+ Fe
2+
Fe2+ Fe
Cl- Cl-
Na+Na+
Na+ O2 O2
O2
Ca2+
Ca2+
(c) Oxygen continues to depolarize the cathodic area while chlorine
 diffuses into the porous deposit.
Na+ Na+
FeCl Cl-
Cl-
Cl-
FeCl2
Fe2+
Fe(OH)3
deposits
O2 + 2H2O + 4e- 4OH-
(d) The iron within the deposit remains soluble as Fe2+ in the absence
 of O2; and corrosion increases as ionic strength in the deposit
 increases.
Figure 7. 
 
 
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Stainless steels are extremely susceptible to pitting because of the properties that make them 
stainless. Stainless steels are resistant to normal corrosion because protection is provided by the 
formation of a thin oxide layer. When this layer is destroyed in localized areas these become 
anodic and pit. High chloride levels in oilfield waters exacerbate pitting by creating a very 
aggressive environment within the pit as it forms. 
 
7.4.5 Intergranular Corrosion 
In this form of corrosion, localized surface attack occurs along the metal grain boundaries. This 
results from a metallurgical structure that causes the grain boundaries to be more susceptible to 
attack than the grains themselves. 
 
Intergranular corrosion is experienced in many alloys including austenitic stainless steel, copper, 
aluminum and nickel alloys. 
 
There are numerous ways in which the alloys can be made resistant to intergranular attack, but 
most rely upon proper treatment during manufacture, such as annealing and careful control of the 
chemical composition of the alloy. 
 
7.4.6 Stress Corrosion 
This is the acceleration of corrosion caused by stress. This is caused by an interaction between 
chemical and physical forces, either of which alone might not have caused the corrosion. In the 
absence of stress the metal would not corrode as readily, and in the absence of the corrodent, the 
metal could easily withstand the stress. 
 
The result of the combined effect is a brittle failure of a normally ductile metal. 
 
Stress corrosion results from the exposure of an alloy, under stress, to a particular corrosive 
environment. No one corrosive species causes stress corrosion in all alloys and most alloys are 
subject to attack in only a few specific corrosive environments. 
 
Mild steels are susceptible to sodium hydroxide (caustic) and nitrate attack. High strength steels 
are susceptible to hydrogen attack. Austenitic stainless steels are susceptible to chloride attack. 
Copper-based alloys are susceptible to ammonia and oxygen. Aluminum, nickel and titanium 
alloys are the most resistant to stress corrosion cracking, but even these alloys can be attacked 
under specific conditions. 
 
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7.4.7 Erosion Corrosion, Cavitation, and Impingement 
Most metals owe their corrosion resistance to the formation of a protective film on the metal 
surface, usually formed from the metal oxide. 
 
„ Erosion corrosion is a type of attack where the protective film is removed at localized areas. 
This type of attack takes the form of a very rapid pitting or grooving attack at the areas where 
the protective film has been removed, usually by the physical attack of gas bubbles, liquid 
droplets (in gas systems) or suspended solids. Carbon steel and other low alloy steels are 
particularly susceptible to this attack. 
„ Cavitation is a localized form of corrosion, combined with much mechanical damage that 
occurs in turbulent areas of liquid flow. The formation and collapse of bubbles in the fluid 
cause it. 
 
Cavitation occurs wherever the absolute pressure at a point in the liquid stream is reduced to 
the vapor pressure of the liquid, such as around pump impellers. Damage is caused by 
repeated impact blows produced by the collapse of the voids within the fluid. 
„ Impingement is similar to cavitation attack, but is localized. It often results from turbulence 
associated with small particles adhering to a metal surface. The resulting attack consists of 
pits, which are elongated and undercut on the downstream end. 
 
This type of corrosion occurs in pumps, valves, orifices, on heat exchanger tubes, and at 
elbows and tees in pipelines. 
 
7.5 The Prevention of Corrosion 
The four main ways in which corrosion can be avoided are through the use of: 
 
1. Appropriate corrosion resistant materials for construction. 
 
2. Coatings, linings, etc. 
 
3. Cathodic protection. 
 
4. Chemical corrosion inhibitors. 
 
 
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7.5.1 Materials of Construction 
Mild steel is the material most often used in oil/gas production systems, especially for equipment 
such as wells, pipelines, vessels and tanks. For situations where more resistant material is 
required alternatives may be used, such as: 
 
„ Ferrous alloys 
− Stainless steels (e.g., 316 SS) 
− Martensitic steels (e.g., 13 Cr, 15 Cr) 
− Duplex steels (e.g., 22 Cr, 25 Cr) 
„ Non-ferrous alloys 
− Nickel-based alloys 
⎯ Hastelloy (Ni - Cr - Mo) 
⎯ Inconel (Ni - Cr - Fe) 
⎯ Monel (Ni - Cu) 
− Copper based alloys 
⎯ Admiralty metals 
− Aluminum-based alloys 
− Titanium 
 
The high cost of alloys and special metals is only justified when compared to the cost of 
maintenance or replacement, such as in an offshore environment. Other alternatives are often 
more attractive. 
 
The choice of material is usually made at the design stages. This decision involves metallurgists, 
production engineers and service companies who supply chemical inhibitors. Once the decision 
is made it is usually more expedient to then apply chemicalinhibition if unforeseen corrosion 
occurs. 
 
It is not proposed to discuss here in detail the different types and relative merits of the various 
metals and alloys used in oil/gas production systems. 
 
 
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7.5.2 Coatings, Linings and Nonmetallic Piping 
For the purpose of this manual, we will discuss only internal coatings applied for protection 
against corrosion. A coating may be defined as a thin material applied as a liquid or powder, 
which, on solidification, is firmly and continuously attached to the material which it is designed 
to protect. For internal use, this may be called a lining. 
 
It is necessary that coatings have the following properties: 
 
„ Be flexible 
„ Be resistant to impact 
„ Be resistant to chemical attack from the fluids to be contacted 
„ Are nonporous to water 
„ Have good adhesion and cohesion 
„ Be stable at the temperature to which they are exposed 
 
Coatings may be classified into two main types: inorganic coatings and organic coatings 
 
7.5.2.1 Inorganic Coatings 
 
Inorganic coatings include both sacrificial coatings, which furnish cathodic protection at small 
breaks in the coating, and nonsacrificial coatings, which protect only the area actually covered. 
 
Sacrificial coatings include galvanizing, or coating with other metals anodic to the metal to be 
protected, and massive suspensions of zinc particles in silicate or organic coatings. The zinc 
particle coating in organic medium, being nonconductive is less effective than that in silicate 
carrier. 
 
Sacrificial coatings are sensitive to extremes of pH, highly basic or acidic environment may 
quickly remove the anodic coating. 
 
Nonsacrificial coatings include metal plating cathodic to the metal to be protected, such as 
nickel, and nonmetallic coatings such as ceramics. It is essential that cathodic metal plating is 
nonporous to water. Nickel is such a cathodic coating, applied electrolytically or by a chemical 
process or by metalized spray. 
 
Ceramic coatings are effective against corrosion but are costly to apply and tend to be very 
fragile. For this reason, they are limited to relatively small pieces of equipment. 
 
Limited use has been made of cement coatings, mainly in tanks, filters and water disposal pipes 
and tubing. Cement linings are damaged by pH levels below 5 and by high sulfate levels. One 
disadvantage of cement lining is its porosity. 
 
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7.5.2.2 Organic Coatings 
 
Organic coatings for internal application consist mainly of epoxy resins, phenolic resins, 
polyurethane and polyesters (PVC is not suitable in the presence of hydrocarbon). 
 
The phenolics, epoxies and polyurethanes are limited to a low nominal thickness because of their 
brittle nature. These coatings are acceptable if fiberglass or asbestos fibers are used as 
reinforcement. 
 
One of the main problems with organic coatings is that of mechanical damage to the surface 
which then completely nullifies the beneficial effect of the coating. 
 
7.5.2.3 Nonmetallic Piping 
 
Nonmetallic piping should be briefly considered since its use is possible in some applications. 
Nonmetallic piping does not corrode in the strict sense, but it may deteriorate or be weakened by 
attack from its environment. 
 
There are various non-metallic materials used in piping such as: 
 
„ Extruded Thermoplastic Pipe —This material can be repeatedly reheated, softened and 
reshaped without destruction. Examples are: 
− Polyvinyl chloride (PVC) 
− Chlorinated polyvinyl chloride (CPVC) 
− Polyethylene (PE) 
− Polypropylene (PP) 
− Polyacetal (PA) 
− Acrylonitrile-butadiene-styrene (ABS) 
− Cellulose acetate butyrate (CAB) 
„ Glass Reinforced Thermoset Pipe — This material is chemically set and cannot be softened 
or reshaped. Examples are: 
− Fiberglass reinforced epoxy (FRE) 
− Fiberglass reinforced polyester (FRP) 
„ Cement Asbestos Pipe — This consists of a homogenous material made from cement, 
asbestos fiber and silica. It can be epoxy lined. 
 
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„ Plastic Lined Pipe — Nonmetallic pipes are attractive from many angles provided they meet 
the technical requirements. It is essential that the advantages and disadvantages be carefully 
studied. 
 
Advantages include: 
− Immune to corrosion by water 
− Light weight 
− Easily jointed and installed 
− Smooth interior allowing for reduced friction losses 
Disadvantages include: 
− Limited temperature and pressure working range 
− Require careful handling during installation 
− May be adversely affected by exposure to sunlight 
− Low resistance to vibration and pressure surges 
− More susceptible to erosion 
− Low mechanical strength 
 
 
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7.5.3 Cathodic Protection 
Cathodic protection involves the application of a direct current from an external source to a 
metal surface immersed in an electrolyte to oppose the discharge of corrosion current from 
anodic areas. When such a protection system is installed, all exposed portions of the protected 
metal surface become a single cathodic area. 
 
Two methods are used: sacrifical anodes and impressed current: 
 
„ Sacrificial Anodes 
 
The choice of material used as sacrificial anodes is limited to those that are less noble in the 
galvanic series than those to be protected. For example, for the protection of steel the 
materials used as sacrificial anodes are usually aluminum, magnesium and zinc because of 
the great potential difference between them and steel. 
 
Zinc is used in low resistivity soils and water. Aluminum is excellent in saline water and also 
has a high energy capacity per anode weight. This relates to the rate at which the anode is 
consumed in use. 
 
For example, typically magnesium is consumed at an approximate rate of 17 pounds per 
ampere per year, zinc at a rate of approximately 26 pounds per ampere per year and 
aluminum alloy at approximately 7 pounds per ampere per year, for a similar system. 
„ Impressed Current 
 
For many systems, the amount of protective current required is too large for a practical size 
of sacrificial anode. In these situations it is more practical to use a silicon/iron alloy as an 
anode by connecting it to the positive side of a DC generator, at the same time connecting the 
negative side to the metal to be protected. In this way, generated currents can be used to 
make the protected metal cathodic. 
 
It is always important to ensure that anodes are properly installed so that minimum electrical 
resistance exists between anode and the surrounding electrolyte. For example, anodes used to 
protect structures should be placed in areas of low soil resistance with low resistance material 
packed around the anode to serve as a backfill. It is also important to minimize stray currents. 
 
In general, sacrificial anodes are used where the required amounts of protective current are small 
and well distributed, such as along a pipeline. They are also limited to soils and waters of low 
resistivity. 
 
On the other hand impressed currents are used to generate much larger currents and require an 
external power source. Impressed currents are most often used to protect storage tanks. 
 
 
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Figure 8 demonstrates the theory of cathodic protection. 
 
Cathodic protection is used effectively to provide external protection to oil and gas lines and 
vessels, but is not effective in the protection of inner surfaces. 
+External DCPower Source
Inert
Anode
Sacrificial
Anode
Current Flow From Anode
Reduces Corrosion
Current to Zero
IMPRESSED CURRENT
SYSTEM
SACRIFICIAL
SYSTEM
 
Figure 8. 
 
7.5.4 Chemical Corrosion Inhibitors 
An inhibitor is a substance, which when added to a system, slows down or even stops a chemical 
reaction. A corrosion inhibitor, therefore, is a substance, which when added to a corrosive 
environment, effectively decreases the corrosion rate of metals within it. 
One commonly used classification relates to whether the inhibitors are inorganic or organic. 
 
 
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7.5.4.1 Inorganic Corrosion Inhibitors 
 
There are four categories of inorganic corrosion inhibitors, but the two main types are anodic and 
cathodic. The following chart describes each and provides examples. 
 
Type of 
Inorganic 
Corrosion 
Inhibitor 
Description Examples 
Anodic These inhibitors reduce corrosion by 
disrupting the electrochemical 
reactions at the anodic sites of the 
metal surface. 
The mechanisms involved vary 
depending upon the inhibitor used and 
are not easily explained. Essentially the 
most important mechanism is that of 
passivation. 
The passivating effect is detected as a 
shift in the corroding metal electrode 
potential to a more noble value, which 
makes it less reactive. 
„ Chromate — Chromates form 
films or complex precipitates that 
thinly blanket the metal surface. 
The film is initiated at the anode 
but may eventually cover the 
entire metal surface. 
„ Nitrites 
„ Silicates 
„ Molybdates 
 
These types of inhibitors are not 
suitable for oil/gas production 
systems. 
Cathodic These inhibitors are generally less 
effective than anodic inhibitors. They 
function by forming a film, often 
visible, on the cathodic surface. This 
polarizes the metal by restricting the 
access of dissolved oxygen to the metal 
surface. The film also acts to block 
hydrogen evolution and prevent 
subsequent depolarization. 
„ Polyphosphates 
„ Zinc 
„ Phosphonates 
 
These types of inhibitors are not 
suitable for oil/gas production 
systems. 
Combined 
Anodic/Cathodic 
Experience has shown that a 
combination of anodic and cathodic 
inhibitors can give an enhanced effect. 
This synergistic effect can be quite 
considerable. For example, chromate 
by itself requires 200 to 300 mg/l CrO4-
- to prevent corrosion in a particular 
aqueous environment; but chromate 
combined with zinc and various 
organic and inorganic phosphates 
provides equal or better results at only 
20 to 30 mg/l chromate. 
„ Zinc/chromate 
„ Chromate/polyphosphate 
„ Zinc/polyphosphate 
„ Polyphosphate/silicate 
 
These combinations are incompatible 
with oil/gas systems and, therefore, 
are not used. 
 
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Type of 
Inorganic 
Corrosion 
Inhibitor 
Description Examples 
Neutralizing This type of inhibitor chemically 
combines with a corrosive 
component of the metal 
environment, thus minimizing 
corrosive attack. 
Most neutralizers are organic chemicals, 
but examples of the inorganic type are: 
„ Oxygen scavengers, such as sodium 
sulfite or ammonium bisulfite, which 
reduce the oxygen content of 
injection waters, thus rendering them 
less corrosive. 
„ Ammonia gas is added to overhead 
distillation streams in refineries to 
neutralize acidic gases produced 
during the distillation process. 
„ Caustic soda is also used in refinery 
distillation units. Added to the crude 
oil feed it reacts with magnesium 
chloride, preventing its subsequent 
hydrolysis to hydrochloric acid. 
Neutralizer dosage is high, since it 
reacts stoichimetrically with the 
corroding species. 
It is convenient at this point to mention 
organic neutralizers, which work 
similarly to neutralize corroding species. 
These include morpholine which reacts 
with hydrochloric acid in refinery 
overhead streams, triethanolamine and 
diethanolamine which react with carbon 
dioxide and hydrogen sulfide in gas 
dehydration systems frequently located 
in oil/gas systems and sweetening units, 
and finally cyclohexylamine used to 
react with carbon dioxide in steam 
generator condensate return systems. 
 
 
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7.5.4.2 Organic Inhibitors 
 
Organic corrosion inhibitors are carbon-based chemicals with nitrogen, sulfur, or phosphorous 
containing groups. These organic inhibitors cannot be specifically designated as cathodic or 
anodic since, as a rule, they affect the entire surface of a corroding metal. These inhibitors reduce 
corrosion by generating a protective barrier film on the metal surface. They are often called 
adsorption inhibitors. 
 
The first molecular layer formed may be strongly bonded perhaps by an electrical charge 
exchange analogous to a chemical reaction or by a physical bonding. The physical bonding 
process probably takes place for the deposition of subsequent layers of film. 
 
Most organic adsorptive inhibitors are long-chain molecules composed of two sections that 
exhibit different properties. At one end of the chain is a group with polar characteristics: the 
chain itself is nonpolar and hydrocarbon soluble. 
 
A simplified inhibition method has been postulated, which states that the polar head of the 
molecule attaches and bonds to the metal surface. The attachment mechanism is probably a 
combination of chemisorption and physical adsorption by Van der Waals forces. The strength of 
this bond has a significant effect upon the persistence of the inhibitor. 
 
The hydrocarbon soluble, nonpolar section of the molecule is then orientated outward from the 
surface of this metal to generate an oleophilic or oil wettable surface. By definition, this surface 
then is hydrophobic, or water repellent, and so the metal is isolated and protected from the 
corrosive aqueous phase. An idealized diagram of this concept is shown in Figure 9. 
 
METAL SURFACE
NON-POLAR TAIL
(OIL SOLUBLE)
POLAR HEAD
 
Figure 9. 
 
 
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In a hydrocarbon water system, the inhibitor exists in equilibrium between the two phases. A 
certain number of inhibitor molecules may be dissolved in each phase. Any additional inhibitor 
will exist as colloidal micelles. The micelles are not surface active and function mainly as 
reservoirs to maintain the concentration of soluble film forming molecules in each phase. As 
soluble inhibitor films onto the metal surface, more inhibitor is released from the micelles to 
maintain the soluble concentration. 
 
The attraction of the polar group to the metal surface is much stronger than to the 
hydrocarbon/water interface. This attraction is not easily reversible. This means that the inhibitor 
will persist for some time, even where there are no reserves in the environment, such as when 
addition of inhibitor is interrupted. This persistency characteristic depends greatly upon the 
particular inhibitor molecule and the environment in the system. 
 
Some inhibitors have a pronouncedability to entrain hydrocarbon into the “tail” of the molecule 
as it is attached and presented to the environment stream. The extra entrained hydrocarbon 
reinforces the hydrophobic nature of the film. 
 
Various factors are important in determining the effectiveness of adsorption inhibitors. These 
include the type of polar group, the number of bonding atoms, the carbon chain length, and the 
degree of aromaticity and/or conjugate bonding. 
 
 
7.5.4.3 Types of Adsorption Inhibitors 
 
There are numerous types of inhibitors and combinations thereof. These can be exemplified by 
their chemical description. The following groups are typical. 
 
Primary Mono Amines 
 
Unmodified general formula: 
 
R - NH2 
 
 
Modified: 
 
a) Salts from acids such as acetic acid: 
 
[R-NH3] + [CH3COO]- 
 
 
 
 
 
 
 
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b) Ethoxylates: 
 
 
 
R-N 
(CH2.CH2O) x H 
 
 
 
(CH2.CH2O) y H 
 
 Where x and y very from 2 to 50. 
 
c) Amides (See Amides.) 
 
Polysubstituted Mono Amines 
 
a) Secondary amines R 
 
 
 
R 
 
 
NH 
 
 
b) Tertiary amines R 
 
 
 
R 
 
 
NR 
 
Diamines 
 
Unmodified: 
 
R-NH-CH2-CH2-CH2-NH2 
 
Modified: 
 
a) Salts with acids (as per mono amines) 
 
b) Ethoxylates (as per mono amines) 
 
c) Amides (See below.) 
 
 
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Amides 
 
Produced by reaction of amine with fatty acid. 
 
Unmodified O 
║ 
R - C - NH2 
 
Modified 
Ethoxylates 
O 
║ 
R - C - N 
(CH2.CH2O) x H 
 
 
 
(CH2.CH2O) y H 
 
Polyamines 
 
Unmodified: 
 
R-(NH-CH2-CH2)n-NH2 
 
Modified as per mono amines. 
 
Imidazolines 
 
A type of tertiary amine. 
 
Unmodified: 
 
N CH2 
 
 
RC 
N CH2 
 
R’ 
 
R’ is usually: 
 
(CH2-CH2-NH)nH or (CH2-CH2-O)nH 
 
Modified as per A if R’ is CH2-CH2-NH2 
 
 
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Quaternary Ammonium Compounds 
 
Unmodified: 
 
[RN(CH3)3] + X - 
 
Where X is usually chloride. 
 
Modified — by ethoxylation. 
 
In all the above groups, R is the oleophillic, hydrocarbon section of the molecule. 
 
Commercially the R components are derived from condensation reactions with “tall oils” that 
contain long chain fatty acids and rosin acids. 
 
Tall oils contain 60% to 70% fatty acids and 30% to 40% rosin acids. About 35% of all rosin 
acid is abietic acid. 
 
7.5.4.4 Physical Characteristics of Corrosion Inhibitors 
 
Liquid chemical corrosion inhibitors are invariably a blend of 25 to 45% active inhibitor (and 
there may be up to three different inhibitors) blended with 55 to 75% of a complex solvent 
system comprising a basic solvent together with additional surfactants with specialized 
characteristics (co-solvent, antifoam, surface cleaners, emulsion breaker, etc.). 
 
Solubility 
 
This physical characteristic is of prime importance and allows liquid chemical corrosion 
inhibitors to be classified according to their solubility and dispersibility in water and 
hydrocarbon. Not only does solubility affect the filming properties, but it also controls the 
ability of the inhibitor molecules to be transported to the areas of corrosive attack. 
 
An inhibitor is generally considered soluble in a solvent if the inhibitor-solvent mixture 
remains clear. An inhibitor is considered dispersible in a solvent if it can be evenly dispersed 
in the solvent by moderate agitation. For these test purposes, the quantity of solvent is equal 
to or greater than the quantity of inhibitor. If the dispersion breaks rapidly in say less than 
one minute, it is known as a “temporary dispersion.” An inhibitor that remains uniformly 
dispersed in the solvent is a “dispersible inhibitor.” 
 
Depending upon the proportions of hydrocarbon/water and the inhibitor, some inhibitors may 
be partly soluble and partly dispersible in a solvent system. 
 
 
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The usual classification given to inhibitors based on their solubility is: 
 
„ Water soluble 
„ Oil soluble 
„ Oil soluble/water dispersible 
„ Limited solubility 
 
Oil soluble inhibitors are generally more persistent than water soluble inhibitors. Persistent in 
this context means strength of film adhesion. The more persistent the inhibitor, the less 
chance it will be washed away. Limited solubility inhibitors are the most persistent but their 
limited solubility decreases the feasibility of transporting them to the area of corrosion. 
 
Emulsion and Foam Forming Characteristics 
 
Filming corrosion inhibitors are surfactant and thus have a tendency to promote emulsions 
and foams in oil/water systems. Fluids from the system should always be tested to give 
assurance that emulsion and foaming characteristics for the recommended inhibitor are 
acceptable. A simple set of tests can be set up to do this. 
 
Compatibility with Other Chemicals 
 
It is recommended that the compatibility of the inhibitors be checked with regard to other 
chemicals in the system. Although there may be no apparent incompatibility when two or 
more chemicals are added at the low use concentrations, it is possible that they may nullify 
each other’s effect. On the other hand, if the chemical user wishes to mix two or more 
chemicals together before addition to the system, then greater care has to be taken since 
many oilfield chemicals have different solvent systems to those used in corrosion inhibitors. 
For the same reason, many oilfield corrosion inhibitors are not compatible with each other. 
An investigation should be made before any chemicals are mixed together. 
 
Thermal Degradation/Stability 
 
Corrosion inhibitors have temperature limits above which they lose their effectiveness and 
can also change their chemical compositions resulting in polymerization or “gumming.” This 
effect is also related to the time of exposure to the temperature. 
 
It is important that the inhibitor will withstand the temperature of its environment for the 
duration of its contact time, not only to ensure its continued effectiveness but also to avoid 
problems it may cause on decomposition. 
 
 
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7.6 Value/ROI Calculations 
Obtain the current value/ROI calculations from the appropriate resource. 
 
7.7 Failure Analysis 
Corrosion and/or mechanical conditions can cause failures. Correct identification of the cause of 
the failure allows you to get to the root cause of the problem and take the correct action to 
prevent future failures. If a failure is caused by corrosion, many times the type of 
corrosion can be identified visually by the “signature,” or pattern, that it leaves on the metal. 
Corrosion failures can be reduced or eliminated by the use of corrosion inhibitors. If, however, 
the failure is caused by mechanical conditions, corrosion inhibitors will not eliminate the 
mechanical stresses and, therefore, may not reduce failures. If necessary, a detailed analysis can 
be requested from the Sugar Land Metallurgical Laboratory. Be aware that although this analysis 
can provide valuable information to you and your customer, it can be costly and time consuming. 
Call your Research Group Leader for instructions on how to obtain this analysis.Described below are some corrosion signatures to look for when viewing a piece of metal: 
 
„ General Corrosion — Characterized by a uniform thinning of the metal without 
appreciable localized attack 
„ Under Deposit Corrosion — A type of localized corrosion that is characterized by any 
metal loss under a deposit 
„ Erosion Corrosion — Degradation of metal caused by a rapidly moving corrosive fluid; 
characterized by localized metal loss adjacent to the disrupted fluid flow, often resulting 
in the formation of horseshoe shaped pits with the “U” oriented in the direction of fluid 
flow 
„ Galvanic Corrosion — May show either generalized or local attack but will always 
involve two dissimilar metals; keep in mind that galvanic corrosion can occur even if one 
of the metals is present initially as an ion in the liquid phase. 
„ CO2 Corrosion — Characterized by pits with sharp edges and gently sloping walls; pits 
are distinctly round in shape, with round bottoms, and are often connected; frequently 
referred to as “ringworm” corrosion 
„ Oxygen Corrosion — Can vary in appearance depending on conditions; may cause 
general corrosion producing red or orange iron oxide (rust) deposits; more typically 
oxygen will cause distinct separated pits that tend to have very steep walls with sharp 
edges 
„ H2S Corrosion — Characterized by cone shaped pits with gently sloping edges; the metal 
around the pits will typically be covered with a dark iron sulfide coating; it may also be 
characterized by sulfide stress cracking. 
 
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„ Microbiologically Induced Corrosion (MIC) 
− Sulfate Reducing Bacteria (SRB) Corrosion — A type of MIC; SRB corrosion 
typically appears as clusters of distinct hemispherical pits that look like overlapping 
“grape clusters” or “rings within rings” 
− Acid Producing Bacteria (APB) Corrosion — A type of MIC; the bacteria produce 
lactic acid and acetic acid; APB corrosion typically appears as deep, narrow pits 
characterized as “worm holes” with smooth unattacked metal in between 
„ Weak-Acid Corrosion — Characterized by smooth walled pits with plateaus of 
unattacked metal in between 
„ Strong Acid Corrosion — Characterized by sponge-like appearance; pits are under-cut 
(they get wider as they get deeper); there are no plateaus of unattacked metal in between 
pits; attack will occur preferentially along welds and other stress lines. 
 
To better identify the various types of corrosion, please see the Basic Corrosion Identification 
handbook. 
 
7.8 Corrosion Inhibitor Selection Process 
7.8.1 Overview 
The test schedule for a typical corrosion inhibitor selection study is conducted in the following 
order: 
 
„ Field characterization 
„ Solubility/dispersibility screening 
„ Bubble test screening 
„ Rotating cylinder screening (if there are still a large number of candidates) 
„ Flow loop screening 
„ Jet impingement 
 
The study usually starts with a large list of candidates (ca 20), which would be progressively 
reduced at each stage. (The rotating cylinder screening is used only if dynamic tests are needed 
for a large number of candidates.) Usually, four products would be tested in the flow loop stage. 
 
All of the tests should be conducted under replicated field conditions at the correct operating 
temperature. Test solutions should be fully de-aerated with CO2 or the appropriate gas mixture, 
normally at 1 bar (absolute). The solutions should also contain any other oilfield chemicals such 
as scale inhibitor and demulsifier because in some cases these can severely affect corrosion 
inhibitor performance. This step is frequently not possible in new fields, so a final compatibility 
test must be completed as soon as the other chemicals have been chosen. 
 
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Important performance factors that need to be considered in the development of an inhibitor 
selection strategy are: 
 
„ Partitioning behavior. 
„ Film stability/persistency. 
„ Compatibility with other additives. 
„ Environmental impact. 
 
These will decide the appropriateness of an inhibitor for field trial/deployment and give a 
practical indication of the expected injection rate. 
 
7.8.2 Test Schedule 
7.8.2.1 Field Characterization and Testing 
 
Before any selection procedure begins, the most important step is to characterize fully the 
system. This will involve flow modeling to characterize the flow regimes and range of wall shear 
stresses experienced in the pipeline, and to identify critical areas where inhibition may be 
difficult because of local flow disturbances. This way the right conditions can be selected for the 
test methods. Full water analysis and operational conditions are also mandated so that the water 
chemistry used in the tests can be accurately replicated. Uninhibited field samples of crude oil 
should always be used wherever possible. 
 
7.8.2.2 Replicating Field Conditions in the Laboratory 
 
Internal corrosion of oil and gas pipelines by transported fluids is complicated and is frequently 
tricky to replicate in the laboratory. Complete recreation of field conditions at a single laboratory 
test facility is not possible. Laboratory tests are basically conducted in a closed facility that is 
only charged once with the test environment; but in the field there is typically a once-through 
situation. For reproduction and standardization, polished steel specimens are regularly used in 
laboratory tests. These specimens consequent surface condition may be far different from that of 
the steel being used in the field where corrosion is of consequence. Obviously, it is important to 
recognize the confines of laboratory tests. They are a compromise in terms of copying actual 
field conditions. Even so, they are still valuable even if they eventually supply only a qualitative 
ranking of conditions or inhibitors, instead of a quantitative measure of absolute corrosion rates 
in the field. 
 
 
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An accurate simulation of field corrosivity begins with recreating system chemistry and 
temperature. The brine composition, crude oil type and water/crude oil ratio are especially 
important. The tests should be conducted at atmospheric pressure with the fluids being saturated 
with a gas mixture containing CO2 (and/or H2S) at the correct fugacity. An inert gas such as 
nitrogen or argon makes up the remainder of the mixture. Certainly, this is only possible for acid 
gas fugacities less than 1 bar. Pressurized equipment is available for higher values. Another 
approach often used in inhibitor selection for oilfield CO2 corrosion is to use testing as a ranking 
exercise, with 1 bar (absolute) of CO2 used throughout. This frequently surpasses the severity of 
the field conditions. 
 
In addition to these variables, it is important to recreate the hydrodynamics of the field situation 
when conducting the laboratory test. Liquid shear stress is considered an important 
hydrodynamic variable throughout the industry. This surface parameter best identifies the 
influence of a flowing fluid on the formation and stability/persistency of an adsorbed inhibitor 
film. Nevertheless, it is important to remember that this still shows only one, although 
significant, aspect of the influence of flow. In cutting back to meet laboratory testing restrictions, 
matching the surface shear stress will often rule out the ability to recreate the actual flow regime 
that is causing shear stress in service(i.e., stratified or wavy flow, plug or slug flow). The 
implications of this are not clear; however, they probably influence protective film formation, 
inhibitor partitioning, access of the hydrocarbon phase to the steel surface and any mass transfer 
effects having to do with bulk fluid flow. 
 
To create confidence in the repeatability and reproducibility of test methods, it is important to 
develop a set of standard procedures and conditions that can not only be done on a regular basis 
for quality control purposes but also to characterize any new equipment in the inhibitor 
evaluation program. The standard procedure should include all aspects of the corrosion test, 
ranging from steel quality, specimen preparation, solution preparation and flow rate (shear 
stress), to corrosion monitoring method. 
 
7.8.2.3 Solubility/Dispersibility Screening 
 
A product which is soluble in water only is not appropriate for use in a low water cut crude oil 
system because it would be difficult to deliver to all the water wet areas of the pipewalls. To 
address this concern all chosen products are first qualitatively checked for their solubility in 
brine and in oil. A transparent oil such as “maltenes” (xylene/ kerosene/gas oil) is used to copy 
crude oil. Corrosion inhibitors must be soluble or dispersible in both brine and maltenes in order 
to advance to the next stage of testing. 
 
 
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7.8.2.4 Bubble Test Screening 
 
The “bubble test” is a simple sparged beaker test that can be set up rather rapidly. Therefore, it is 
best suited for quickly conducting a large number of tests (i.e., in the first stage of corrosion 
inhibitor selection) or for screening a wide range of field conditions. It is suitable to use a 
framework of several cells connected to an automated corrosion rate measuring system. 
 
The bubble test is used first when screening a large number of corrosion inhibitor packages. With 
this method, rapid screening can be done, instantaneously identifying any inhibitors that are 
incompatible with the test solution. The effect of inhibitor concentration on performance is 
reviewed as well as the time to reach maximum inhibition (adsorption kinetics). Oilfield 
corrosion inhibitors normally take up to 40 minutes to reach maximum inhibition. A product 
with adsorption times considerably more than this value is immediately rejected. The minimum 
corrosion rate is obtained for each inhibitor at a specific concentration; adsorption kinetics are 
used to rank inhibitors in a short-list for the next testing stage. 
 
The main limitation of the bubble test is that the shear stresses in the stirred solution are 
considerably less than those experienced in a pipeline. Determining the exact shear stress in the 
cell is not a straightforward task but an estimate can be taken from the equation for a rotating 
cylinder electrode. For a 3.8 cm magnetic stirrer bar rotating at 300 rpm the shear rate at the 
outside edge is 1.2 Pa. The value at the electrodes is probably less than this. In a standard export 
pipeline the average wall shear stress is ca 8 Pa. 
 
7.8.2.5 Flow Dynamic Evaluation of Preferred Candidates 
 
The rotating cylinder electrode (RCE) and the flow loop test methods are then used to evaluate 
chosen candidates from the bubble test. The RCE is a useful intermediate step that can reduce the 
number of inhibitors advancing to the final flow loop stage. Again, simulated conditions are used 
that now include the flow effect. Tests involve examining the effect of inhibitor concentration on 
performance both in brine alone and in brine that contains 500 ppm crude oil. Inhibitor 
performance can be significantly affected by trace amounts of crude oil. The 500 ppm crude oil 
is typically added closer to the end of an inhibited run. 
 
A further test supplies a qualitative assessment of susceptibility to film breakdown for each of 
the inhibitors under consideration. A full anodic voltage scan in connection with the inhibited 
rest potential is applied to the test specimen to observe the voltages necessary for film 
breakdown and refilming. This is equivalent to noticing localized corrosion on stainless steels. 
Again, inhibitors are ranked on performance with a weighting based on their performance in the 
film breakdown test. 
 
 
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Rotating Cylinder Electrode 
 
High shear stress can be obtained in an electrochemical cell like the bubble test using a RCE. 
The arrangement is comparable to the rotating disc electrode (RDE) except that instead of the 
electrode being on the bottom, i.e., on the flat end of the cylinder, it is a small cylinder 
mounted along the shaft. Another difference is that while the RDE produces laminar flow 
contiguous to the electrode even at high rotation speeds, the RCE gives turbulent flow at all 
except the lowest speeds. This is because the Reynolds number necessary for the laminar to 
turbulent transition is lower on the side of the cylinder (>200) than on the bottom (104 -105). 
Because a mainstream commercial system can generate rotation speeds up to 10,000 rpm, 
shear stresses as high as ca 90 Pa can most likely be produced. 
 
While flow induced corrosion has been widely studied using both flow loops and the rotating 
cylinder, the RCE technique has become the popular choice for corrosion related studies. 
This is partially because it is easy to use and relatively low cost. It is currently used regularly 
in chemical vendor laboratories and contract corrosion research labs for corrosion testing and 
inhibitor screening. 
 
Flow Loop 
 
Of the numerous test methods available for corrosion inhibitor selection, the flow loop is the 
most costly and time consuming to perform. However, recent studies have shown that the 
loop is the superlative method to replicate flow disturbances at welds and bends that can have 
a considerable effect on the internal corrosion of pipelines. Consequently, it is important that 
ultimate corrosion inhibitor selection for internal pipeline protection is performed in the flow 
loop. 
 
Jet Impingement 
 
Jet impingement tests are used to screen corrosion inhibitors under extremely high shear 
stress (up to 1,000 Pa), representative of the most aggressive conditions encountered in the 
field, such as, slug flow, erosional velocities etc. The apparatus can be a part of a 
recirculated loop or a type of flow-through system, the latter design providing additional 
information about the film persistency properties of the tested products. The jet impingement 
test is also a rapid screening tool that can significantly speed up the product selection 
process, allowing for the evaluation of up to nine formulations per day. 
 
 
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7.8.3 Performance Factors 
7.8.3.1 Oil/Water Partitioning Studies 
 
Corrosion inhibitor partitioning characteristics must be identified before an accurate estimate of 
injection rate can be obtained and to ensure full protection in areas of water drop out or wetting. 
Evaluating inhibitor partitioning should center on corrosion performance instead of an analytical 
approach. Two tests can be employed: the equilibrium partitioning test where the equilibrium 
inhibitor performance is evaluated; and the partitioning kinetics test where the transfer rate from 
the oil phase to the water phase rate is assessed. 
 
In the equilibrium test, a known amount of corrosion inhibitor is allowed to disperse between a 
crude oil and brinephase over a period of up to 24 hours. Normally a range of water/crude oil 
ratios (1:9, 1:1, 8:2 v/v) and corrosion inhibitor concentrations are used. Three inhibitor 
concentrations are typically chosen to cover the range included in the flow loop calibration runs. 
The fluids are examined visually during each test to make certain that the corrosion inhibitor 
does not trigger the formation of a stable emulsion or any excess foaming. These can be costly 
problems to control in the field if they necessitate the use of extra demulsifier or anti-foam 
chemicals on top of the levels normally used in the fluids processing. After 16 hours, the brine 
phase is separated from the crude oil and its corrosivity is measured in the bubble test or flow 
loop. The resulting corrosion rates are compared to the bubble test or flow loop calibration 
curves of corrosion rate versus inhibitor concentration. This partitioning behavior can now be 
determined and an approximation of the dosing level of inhibitor needed in the field, into two-
phase mixtures, to achieve satisfactory inhibition in the water phase. 
 
A complementary method to the equilibrium test is the partitioning kinetics test. A range of 
water/crude oil ratios (1:9, 1:1, 8:2 v/v) and corrosion inhibitor concentrations are used in this 
situation. Three inhibitor concentrations are normally chosen which include the range covered in 
the flow loop calibration runs. A known amount of corrosion inhibitor is added to the crude oil 
phase. The crude oil that contains the corrosion inhibitor is then put in contact with the brine 
phase and then small aliquots of brine are removed at different time intervals for later corrosion 
rate evaluation in the bubble test equipment. In this test, the corrosion rate as a measure of the 
amount of inhibitor in the aqueous phase is then related back to a partitioning rate. 
 
 
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7.8.3.2 Persistency Studies 
 
Film persistency is a advantageous characteristic in a continuously injected or batch treatment 
corrosion inhibitor. This property makes it possible for inhibition to stay effective through 
operational upsets, extreme changes in flow rate/flow regime or interruptions in chemical 
deployment. A test method has been developed at Sunbury to look into this corrosion inhibitor 
property. In this method, which is based on the RCE apparatus, the concentration of corrosion 
inhibitor in the stripping liquid stays low. Thus the importance of mass transport declines and 
arguably can be overlooked in relation to the effect of shear stress acting on the inhibitor film. 
 
The test method monitors inhibitor performance under brine laydown conditions using the LPR 
technique. The effects of either uninhibited brine or solvent washing on the corrosion rate are 
then observed. This technique is limited because corrosion measurements can be made only in 
aqueous solution. This can be overcome by using the secondary harmonic generation (SHG) 
laser technique that facilitates the in-situ monitoring of adsorbed inhibitor film in either aqueous 
or transparent oil phases. 
 
7.8.3.3 Compatibility 
 
Any potential product must be compatible with the environment in which it will be applied. 
Therefore, some or all of the following compatibility tests must be carried out as part of the 
selection process: 
 
„ Fluid compatibility — tests the solubility characteristics of the inhibitor in the system fluids 
to ensure there is no detrimental effect on performance and that the inhibitor can be 
transported through the system. 
„ Chemical compatibility — tests the effect on, or by, other chemicals in the system, e.g. scale 
inhibitors, emulsion breakers, asphaltene inhibitors, antifoams. 
„ Material compatibility — tests the effect on materials of construction of the chemical storage 
and injection system. 
„ Umbilical testing — ensures compatibility with materials of construction at the 
temperatures/pressures encountered in umbilical systems. Tests on the changes in physical 
properties of the inhibitor are included. 
 
 
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7.8.3.4 Environmental Impact 
 
Currently, performance data, partitioning data and economic considerations are all used to 
choose which inhibitors should undergo compatibility testing and field trials. Another factor 
growing in importance is the environmental friendliness of corrosion inhibitors, and certainly 
other production chemicals. Increasing awareness and concern for the environment will without 
doubt require more rigorous legislation to control discharges into coastal and offshore waters. In 
the United Kingdom, the issue is pending the development of definitive guidelines on testing and 
acceptance criteria. It could place a restriction on the use of many existing production chemicals, 
bringing new greener chemistries into the market. 
 
7.8.4 Field Assessment of Performance 
The final stage of any selection is confirming field performance. This can be done by 
conventional field corrosion monitoring or sidestream work and in the longer term by inspection. 
Nevertheless, these methods do have their problems. For example, flow conditions in a 
sidestream may be completely different from those in the pipeline. In addition, with certain 
designs of sidestream there is a pressure drop that can affect system corrosivity by changing the 
acid gas fugacity. Additionally, in many cases only the separated aqueous phase passes through 
the sidestream, consequently the effect of crude oil is not accurately measured. 
 
7.9 Guidelines for Application of Corrosion Inhibitors 
There are many techniques used to apply corrosion inhibitors in oil and gas production systems. 
All have the same aims of laying down an inhibitor film that is impervious to the corrosive 
environment and of replenishing this film either continuously or periodically by batch treatment. 
The type of treatment and type of inhibitor is dependent upon the system. Specific areas of the 
production system that may experience corrosion are: 
 
„ Oil producing wells 
„ Gas producing wells 
„ Injection wells 
„ Production flow lines and pipelines 
„ Separators 
„ Effluent systems 
„ Gas compressor system 
„ Gas dehydration system 
„ Storage systems 
 
We will deal with these in more detail. 
 
 
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7.9.1 Oil Producing Wells 
The problems occurring in producing wells are corrosion/erosion attack on the steel tubing 
caused by: 
 
„ High velocities. 
„ High conductivity brines. 
„ Fluids saturated with CO2 and/or H2S. 
 
The following sections address the different production wells and their inhibitor application 
methods, In addition to any system specific monitoring techniques. 
 
7.9.1.1 Flowing Oil Wells 
 
Naturally flowing oil wells, those that do not require any form of artificial lifting, flow because: 
 
1. Reservoir pressure is high. 
2. The gas-liquid ratio is high. 
3. The water percentage is low. 
4. Or a combination of these factors. 
 
Treatment Methods 
 
Flowing oil wells that produce low percentages of water are usually not corrosive, but there 
are exceptions. If monitoring and/or experience indicate tubing corrosion is occurring, then 
inhibitor treatment may be required. Because of the nature of the well, the most practical 
batch inhibitor treatment method is tubing displacement (presuming that the tubing is set on a 
packer). 
 
Tubing Displacement 
 
Due to the relatively high pressure and fluidcolumn found in flowing oil wells, it may be 
difficult to pump the necessary amount of fluid to displace it to the bottom. Pump selection 
should provide both volume and pressure capability to handle this problem. Care should be 
exercised that wells are not fractured during tubing displacement treatments and that inhibitor 
is not displaced into the formation. 
 
 
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Nitrogen Squeeze 
 
As bottom hole pressure declines, flowing oil wells often reach the point where tubing 
displacement treatments will kill the well. To return the well to production, it may be 
necessary to displace with nitrogen using a coiled tubing unit. In these cases, the corrosion 
engineer should investigate the economics of discontinuing tubing inhibitor versus using 
nitrogen to lighten the displacing fluid so that the well can easily be returned to production. 
 
7.9.1.2 Gas Lift Wells 
 
Several options and limitations apply to selection of inhibitor treatment strategy for gas lift wells, 
including: 
 
„ Gas lift wells usually have some standing fluid level in the tubing when shut-in. If a gas lift 
well is treated by pumping into the wellhead, sufficient fluid must be pumped at each 
treatment to assure movement of the inhibitor to the bottom of the tubing (full tubing 
displacement). 
„ Treatment programs involving injecting inhibitor into the gas lift depends on the 
configuration of the gas lift system. If individual wells are served by separate gas lift lines 
emanating from a central manifold, treatment at the manifold can be provided into each line 
from a single supply. If the gas lift system provides some type of lateral distribution, this is 
not feasible, and separate treatment of individual wells at the well would be required. 
„ Corrosion of gas lift tubing strings occurs mainly above the operating valve mandrel. If 
monitoring indicates this is the case in the prospective well, then treatment through the gas 
lift gas is feasible. If tubing corrosion is occurring below the operating valve, that area must 
be protected in some other manner, such as plastic coating or alloy tubulars. 
„ It is likely that as water cuts in gas lift wells increase, the accompanying increase in total 
fluid stream will result in tubing fluid velocity, mainly above the operating valve, exceeding 
erosional velocity. When this occurs, inhibitor treatment may be unable to effectively control 
corrosion. In such cases, plastic coated tubing should be used with supplemental inhibitor 
treatment at a reduced level. 
 
 
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Treatment Methods 
 
Tubing Displacement 
 
Tubing displacement is accomplished by pumping a slug of inhibitor, mixed with one to 
five barrels of diesel oil, lease crude/condensate, or field salt water as a diluent, into the 
well through the crown valve or gauge fitting with a pump truck followed by sufficient 
displacement fluid to move the inhibitor slug to the bottom of the tubing. The well is then 
returned to gas lift. There is little advantage in keeping the well shut-in after treating to 
permit better filming; an effective film should be essentially secured in 15 minutes or 
less. 
 
Alternatively, the inhibitor can be mixed with the total tubing volume of fluid, but the 
gain in having to mix and pump only one type of fluid is offset by the reduced 
concentration in inhibitor in the total fluid volume. Because of the reduced concentration, 
this method is not felt to be effective. 
 
Tubing displacement loads a gas lift well with a full head of fluid. Although the well can 
be returned to production with gas lift, it may be some time before the water cut and oil 
producing rate are stabilized at pretreatment rates. As a result, operating personnel may 
object to this method. 
 
There is no specific guideline for volume of neat inhibitor to use in batch type treating. 
The recommended minimum quantity is that represented by a 3-mil coating on the inside 
surface of the tubing. A 2 1/8” O.D. tubing string at 6,000 feet would require 71/2 
gallons. Another guideline providing for a 25 ppm concentration is the total volume of 
production between treatments (about 1 gallon per 1,000 barrels). This guideline becomes 
meaningless if the treatment interval is too long; the persistence of an inhibitor film is not 
exceeded by use of increased volumes of batch treatment inhibitor. 
 
The correct treatment interval is a function of the well’s producing characteristics and the 
inhibitor’s performance characteristics, and must be optimized for each well or type of well in a 
field by appropriate monitoring. A one-week or shorter interval is probably uneconomical. If, 
because of high producing rate or severe corrosiveness, a short interval is needed, either a 
different inhibitor or alternative control method such as plastic coating or alloy tubulars should 
be considered. On the other hand, intervals of longer than one month are excessive; the program 
in such case is likely ineffective or may not be necessary at all. 
 
 
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Annular Slug 
 
The annular slug is a batch treatment injected into the annulus at the wellhead or through 
the gas lift entry line. Since injection is against gas lift pressure, a high pressure injection 
pump is needed. The treatment technique involves a slug of inhibitor, properly diluted, 
pumped into the annulus, preferably with some prewetting fluid and after-flush to avoid 
inhibitor dry-out in the dry gas atmosphere of the upper annulus. The batch is carried 
with the gas lift through the operating gas lift valve into the tubing. The treatment interval 
and volume of inhibitor for each treatment may be determined in a manner similar to a 
tubing displacement treatment. 
 
Annular Continuous 
 
In fields where gas lift systems emanate from a central gas lift header or manifold, 
usually at a test site, to the individual wells, treatment can be efficiently provided by 
injecting the neat liquid inhibitor continuously or sequentially into the individual gas lift 
lines at the manifold. The inhibitor should enter the gas lift zones as a liquid and no 
attempt should be made to atomize the fluid; both calculation and experience indicate that 
atomized inhibitor will not be carried in a gas stream beyond 100-200 feet before 
reverting to a liquid form. Movement of liquid inhibitor into wells has been found to be 
feasible in gas lift lines as large as 2 1/2 inches O.D. and several thousand feet long. The 
inhibitor probably accumulates and moves along as slugs, but the net delivery of inhibitor 
appears to be essentially levelled out by the time it enters the tubing through the gas lift 
valve. 
 
Continuous systems should be designed and the inhibitor selected so that it is injected 
neat (without dilution). 
 
This requires an inhibitor that is specifically formulated to avoid drying or 
polymerization in the dry gas lift gas stream. Provided such an inhibitor is chosen, and no 
extremely low environmental temperatures are encountered (-30°F), there is no advantage 
to diluting the inhibitor and the cost of dilution is avoided. Quantities of inhibitor 
delivered into each gas lift line should be adjusted to provide for a 20 ppm inhibitor 
concentration in the produced total fluid from the well. Initial treatment volumes for the 
first week of treatment for any well should be three to five times this treatment volume. 
 
 
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7.9.1.3 Submergible Pumped Wells 
 
Treatment Methods 
 
Submergible pumped wells are usually prolific fluid producers, with high water cuts. The 
resulting tubing fluid velocity is relatively high so that film persistency is limited. For this 
reason, continuous treatment is the preferred method. The recommended concentration is 20 
to 25 ppm based on total fluid production introduced into the wellhead annulus. Neat 
inhibitor may hang up and dry out in the upper annulus; therefore, it should be diluted with 
an appropriate flush fluid. A side-stream flush connected from the flow line can be used, but 
the connection may plug. The most satisfactory control is usually secured by installing plastic 
coated tubing and supplementally batch treating with inhibitor. 
 
Inhibitors used should be compatible with cable armor, which is usually galvanized, and with 
the cable insulation material used. If inhibitor is injected neat, some precaution should be 
observed to assure the inhibitor is not injected during downtime or pump malfunction. 
 
 
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7.9.2 Gas Producing Wells 
The technology involved in treating gas wells is usually more complex than oil wells for the 
following reasons: 
 
1. Pressures encountered in the tubing strings are almost invariably higher than in oil wells, 
with two resulting effects: 
 
a. Tubing failures in gas wells create higher risk potentials. 
b. Treatment of a high pressure well is a more difficult operation. 
 
2. Other parameters, such as temperature, velocity and fraction of acid gases, quite frequently 
exceed those of oil wells. 
 
3. Completion philosophy requires redundant producing pressure containment strings in 
corrosive high pressure gas wells. Tubing cannot simply be suspended in the production 
casing for the purpose of circulating inhibited fluids around bottom. 
 
4. The mitigating effect on corrosion of a liquid hydrocarbon film is present only to a limited 
extent in gas wells or may be absent entirely. In corrosive wells, this lack must be 
compensated for by increased inhibitor. 
 
This complexity correspondingly translates itself into a treatment selection routine, which 
requires evaluation of all significant parameters to determine optimum treatment objectives. 
For the purposes of establishing treatment criteria, gas wells are classified as moderately 
aggressive and highly aggressive. A gas well should be regarded as highly aggressive if all of 
the following parameters are exceeded: 
 
a. Flowing bottomhole pressure above 6,000 psi 
 
b. Bottomhole temperature above 300(F and CO2 partial pressure above 100 psia, and/or 
H2S partial pressure above .05 psia 
 
c. Produces formation water 
 
Otherwise, the well should be regarded as moderately corrosive, unless operating experience 
indicates a highly corrosive environment exists. 
 
 
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7.9.3 Injection Wells 
Injection wells differ from producing wells in that the fluid handled is moving from the surface 
where it is accessible for treatment before it enters the well. Surface handling offers the 
capability of removing most or all of the materials which cause corrosion so that corrosion 
problems in injection wells can usually be minimized with good design and operating practices. 
Nevertheless, certain precautions need to be observed with each type of injection well to assure 
corrosion will not occur. 
 
7.9.3.1 Gas Injection Wells 
 
Gas to be injected into a reservoir will usually have been dehydrated to below the wellhead 
temperature dewpoint. If this is the case, no corrosion should occur in the injection well, even if 
the gas contains large quantities of CO2 or H2S, and no inhibitor should be used. 
 
If undehydrated gas is to be injected, inhibitors can successfully control corrosion, but will likely 
plug the sand face and reduce injectivity. In such wells, plastic coated tubing and inert alloy 
wellhead and packer components should be employed. 
 
A possible inhibitor solution is to apply an oil soluble organic inhibitor continuously via an 
atomizer. The inhibitor must be compatible with the temperature downhole and may be applied 
neat or diluted in diesel. 
 
7.9.3.2 Water Injection Wells (Waterflood and SWD) 
 
Salt water that is free of dissolved CO2, H2S and O2 and does not contain sulfate-reducing 
bacteria is relatively noncorrosive. In particular, the use of any filming corrosion inhibitors 
should be avoided, since other agents for corrosion control are more practical and economical. In 
addition, corrosion inhibitor may restrict injectivity by plugging or altering the wetting 
characteristics of the reservoir rock. For corrosion control measures in water injection wells, the 
following practices should be observed. 
 
1. Water should not be delivered directly form pressured vessels to the injection pump, but 
should pass through one or more atmospheric tanks or vessels so as to flash off any dissolved 
CO2 and H2S. 
 
2. All water handling equipment should be effectively gas blanketed to avoid oxygen entry. 
The maximum level of dissolved oxygen in injected water should not exceed .05 ppm (50 
ppb), and lower levels may be desirable. Either stripping towers or oxygen scavengers or 
both should be employed if needed to reduce O2 concentrations to below this level. Oxygen 
scavengers should be catalyzed, and initial treatment levels should be 10 ppm for every ppm 
or fraction of O2 present. Maintenance scavenger treatment should be adjusted to carry 5 ppm 
excess scavenger through the system. 
 
 
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3. Sulfate reducing bacteria should be reduced to 10 colonies/ml or less in the water entering 
the injection wells, by periodic (biweekly) slug treatments with a bactericide. Treatment 
should be made as far upstream in the handling system as feasible. 
 
4. Although not a corrosion control measure, injected water should be clarified to a maximum 
of 2 ppm in sandstone or 4 ppm in dolomite (limestone) reservoirs. The acceptable oil 
content for subsurface injection is generally 25 ppm under normal operating conditions and a 
maximum of 60 ppm under upset conditions. A surfactant should be added in concentrations 
of about 10 ppm if oil concentration causes formation plugging. 
 
5. Injection lines, laterals and well tubing should be cement lined or plastic coated, unless 
experience indicates bare pipe is acceptable. 
 
6. Injection lines and laterals should be designed so periodic pigging can be performed if 
subsequent operating experience shows the injection water has high sediment content. 
Pigging precautions should be observed in coated lines to avoid damaging coatings. 
 
7.9.4 Production Flow Lines and Pipelines 
Based on the velocity, flow lines and pipelines may experience corrosion in low-lying sections of 
the pipe where highly conductive formation water saturated with acid gases (CO2 and/or H2S) 
collects. 
 
At the other end of the spectrum, high velocity corrosion is also very common. 
 
The solution is to apply an organic inhibitor. The choice of application method depends upon 
the type of system and product selection. 
 
7.9.5 Separators 
Problems are caused in separators by corrosion from the separated water that is saturated with 
the acidic gases CO2 and H2S. Some corrosion is caused by hydrogensulfide produced from 
SRB introduced from the effluent system. 
 
The solution is to apply an organic corrosion inhibitor, which may be of the water-soluble type, 
continuously upstream of the separators. The inhibitor is usually applied neat via an injection 
quill. 
 
For corrosion caused by SRB being introduced from the effluent system, a water soluble 
corrosion inhibitor that also has biocide properties may be injected continuously. 
 
Alternatively, a biocide may be batch treated using say 200 ppm once per week for a period of 
say six hours. This slug treatment should be added upstream the separators neat via an injection 
quill. 
 
 
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7.9.6 Gas Compressor System 
Corrosion in the gas compressor system is caused by the condensation of water saturated with 
acid gases CO2 and/or H2S, in the cooler scrubber. 
 
The solution is to apply an organic inhibitor with or without additional neutralizer. A water 
soluble inhibitor should be continuously applied neat, via an atomizer upstream of the cooler. 
If a volatile, neutralizing amine is added it should be chosen and dosed at a level to buffer the pH 
to an acceptable level. 
 
7.9.7 Gas Dehydration System 
Corrosion in this system is due to the condensation of water, extracted by glycol, and saturated 
with acid gases CO2 and/or H2S. 
 
The solution is to apply a neutralizing amine such as an ethanolamine to control pH at 7 to 8.3. If 
the system requires it, a copper inhibitor should also be introduced. For serious corrosion, an 
organic inhibitor of the water-soluble type should also be added to maintain control. The addition 
rate will depend upon whether the system is open or closed and the selected inhibitor. 
 
Other measures that aid in minimizing corrosion include the following: 
 
„ The glycol storage tank should be gas blanketed to exclude air/oxygen. 
„ Reboiler temperatures should be kept as low as practicable (less than 400°F) to avoid glycol 
decomposition and fouling. Decomposition results in buildup of acid components which 
increase corrosivity. 
„ The concentration of salt in the glycol from salt water entrainment in the gas should be 
avoided. If salt concentrations exceed 50 to 100 ppm, consideration should be given to 
replacing the glycol. 
„ If corrosion problems persist, the glycol should be analyzed to help pinpoint the problem. 
„ If corrosion problems continue to persist, and particularly where a high CO2 fraction is 
present, inhibition may be inadequate and a replacement of affected components, using high 
alloy materials, is advisable. 
 
 
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7.9.8 Storage Systems 
Corrosion in storage systems and associated pipework is mainly due to the action of SRB, 
generating hydrogen sulfide. It is common to avoid this corrosion by building the storage tank in 
lined steel and to fabricate the pipework in resistant materials if possible. Also, if necessary, 
apply a suitable H2S scavenger. Alternatively, an environmentally acceptable biocide could be 
applied by batch technique. 
 
7.10 The Detection and Monitoring of Corrosion 
The development and implementation of an effective corrosion control strategy falls into three 
main categories: failure analysis/risk assessment; control procedures; and monitoring and 
inspection. These three categories are all interdependent because corrosion monitoring and 
inspection results must be used to reassess and change, where necessary, the risk and criticality 
assessment and any control procedures. 
 
The first two categories of the corrosion control strategy, failure analysis/risk assessment and 
control procedures, were already addressed in the above sections; this section will deal 
specifically with monitoring and inspection. 
 
7.10.1 Reasons for Corrosion Monitoring 
In all cases, established monitoring and inspection procedures will need to confirm: 
 
„ Actual versus predicted corrosion rates. 
„ Process parameters within design limits. 
„ Correct operation of control measures. 
 
Monitoring and inspection are two overlapping tasks. The first responsibility is the ongoing 
corrosion process monitoring and necessary control measures. The second task involves ensuring 
mechanical integrity. Inspection also provides datum points used to relate to or quantify 
corrosion monitoring. In a corrosion control strategy, these tasks are used to determine whether 
the expected corrosion is actually happening, the corrosion rate and the effectiveness of any 
control measures. 
 
 
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7.10.2 Monitoring Techniques 
A summary of the features of the six most widely used techniques is shown below. These 
techniques are also discussed in the REDIFAX. 
 
Technique Time for 
Individual 
Measurement 
Type of 
Information 
Speed of 
Response 
Possible 
Environment 
Electrical 
Resistance Probe 
Instantaneous Integrated 
Corrosion 
Moderate Any 
Linear 
Polarization 
Probe 
Instantaneous Rate Instantaneous Electrolyte 
Corrosion 
Coupons 
Long Duration of 
Exposure 
Average Rate 
and Type 
Poor Any 
Galvanic Probe Instantaneous Corrosive State Fast Electrolyte 
Hydrogen Probe Fast Total Corrosion Poor Nonoxidizing 
Electrolyte and 
Gases 
Test Nipple 
Spool Pieces 
Long Duration of 
Exposure 
Average Rate 
and Type 
Poor Any 
 
Please note that not all methods are necessary or appropriate for your system. It is recommended 
that the method(s) and frequency be mutually agreed upon with the customer. 
 
7.10.2.1 Corrosion Coupons 
 
The simplest means for assessing the corrosivity of an environment to a specific material is to 
expose a specimen to that environment and to measure the corrosion rate over a given period. 
 
The specimen may consist of a simple coupon, test nipple, spool or special devices for assessing 
pitting, stress corrosion, hydrogen embrittlement, etc. 
 
A test coupon is a small piece of metal that is inserted into the system and allowed to corrode. 
The coupon is carefully cleaned and weighed before and after insertion in a system. The 
corrosion rate is determined based on the weight loss. 
 
Specially designed holders are available which allow the simultaneous exposure of many 
coupons. These coupons must be electrically insulated from each other and from the support, 
unless bimetallic corrosion effects are being studied. Figures 10 and 11 illustrate two typical 
assemblies. 
 
 
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Coupon Preparation 
 
Since the critical measurement is weight loss, a large surface area/mass ratio is desirable to 
improve accuracy. The coupons may be in the form of plates, rods or discs, or any other 
convenient shape. The edges need to be machined and polished to avoid preferential attack 
caused by residual stresses introduced when cutting the specimen. 
 
Holder
Stainless
Nuts
Flat
Insulation
Plate
Coupon
Insulating
Washer
Stainless
Bolt
Insulating
Sleeve
 
Figure 10. 
 
 
Pipe Plug
Insulator
Rod Style
Coupon
 
Figure 11. 
 
 
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It is possible to simulate many metallurgical conditions by suitable treatment of the specimen in 
orderto obtain a wide range of data. Stressed coupons and simulated crevices can be included. 
 
All traces of grease, oxides and other contaminants must be removed before installation. To 
improve reproducibility, the surface finish should resemble that of the system under 
investigation. It is usual to polish the surface with a 120 metallographic paper or give a light sand 
blasting. Gloves should be used when handling the coupons after the final degreasing operation 
before installation. 
 
Specimen identification marks are essential and should preferably be positioned where the 
coupon holder will protect them. Exposed etched numbers may disappear in use and stamping on 
an exposed surface may introduce stress or crevice corrosion. Predrilled holes in the coupon at 
coded locations are often the best means of identification, assuming no stress has been 
introduced in the drilling operation. 
 
Location 
 
Corrosion does not necessarily occur uniformly throughout a system. For example, within a 
vessel different environments will exist, e.g., liquid, liquid/vapor, hydrocarbon, water, etc. 
Different corrosion rates may be found in each situation. In addition, local variations due to 
impingement, variable velocities and temperature differences will all give different corrosion 
ratings. 
 
It is therefore necessary to install several coupons in different, carefully chosen locations, to 
fully monitor the system. 
 
Installation 
 
Systems are available which allow on stream lines up to 10,000 psi to be “hot tapped” and 
coupons installed and removed as required. This facility is restricted to smaller coupons, but 
duplicate specimens may be mounted on a central support. 
 
This “access under pressure” does give some control over the length of time a coupon is 
exposed. It is not necessary to wait for a routine shutdown before access can be made. 
 
Exposure Time 
 
Short-term exposure gives a quick answer, but such results can be misleading. In the initial 
evaluation of a system that is possibly not in control, a relatively short two-week exposure is 
a good rule of thumb. After control is established, typical exposure time is from 30 days and 
even up to three months. In any case, it is important that time is allowed for the coupons to 
attain steady state corrosion. 
 
 
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Coupon Corrosion Assessment 
 
After exposure to the system, the coupons should be carefully examined and a record made 
of the appearance of corrosion products before cleaning and weighing. 
 
Accumulated corrosion products and deposits should be removed either mechanically by 
scrubbing, scraping, sandblasting etc., or chemically by solvents, or pickling in inhibited 
acids or alkalis. 
 
From the weight loss, known coupon dimensions and the metal density, the corrosion rate 
can be calculated from the following equation: 
 
(Area Factor*) ° (WT. Loss in Mg) 
Corrosion Rate (mpy) 
 
 
= Days Exposed 
 
The area factor is computed from the exposed surface area and density of the steel. 
 
Results Corrosion 
0 to 1 mpy Nil or mild 
1 to 3 mpy Moderate 
3 or more mpy Severe 
 
Corrosion rate measured in this way assumes that metal loss has occurred uniformly. A 
visual examination using a metallurgical microscope can be used to detect the presence of 
localized corrosion in the form of pitting, intergranular corrosion and stress corrosion 
cracking. 
 
Value of Coupon Technique 
 
This technique has an advantage in that many different materials can be exposed to one 
location and also that data on the form of corrosion of the specimen can be obtained. 
 
The main disadvantage of this technique is its inability to detect the short-term effect of 
changes in process conditions. In addition, the behavior of the specimen may not always be 
representative of that of the system. 
 
The corrosion coupon technique is simple but should be regarded as a back up to confirm the 
results obtained by the other methods. 
 
 
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7.10.2.2 Electrical Resistance Probes (ERP) 
 
Electrical resistance instruments quantify metal loss by measuring the increase in resistance of a 
metal specimen as its cross sectional area is reduced by corrosion. 
 
Description 
 
The ERP consists of a metal wire, strip or tube, fabricated from the same metal as the system 
under investigation. (See Figure 12.) 
 
Strip
Loop
Tube
Loop
Wire
Loop
Tube Loops Flush Mounts
 
Figure 12. Available CORROSOMETER® element styles. 
 
A test element normally in the form of a wire, tube or strip, is sealed with epoxy resin or 
ceramic into the end of a probe alongside a reference element that is protected against 
corrosion by ceramic or epoxy filling. In this way, the reference element can be subjected to 
temperatures similar to the test element. 
A second reference electrode is placed within the body of the probe and used to check 
measurements on the integrity of the filling system and internal circuits of the probe. 
 
The reference electrode forms the second arm of a resistance bridge when measurements are 
made. It is protected mechanically on the probe by a perforated shield. 
 
Commercial probes are available in a range of alloys with a variety of element types and 
thickness. Choice of element is a compromise between working lifetime and sensitivity. The 
greatest sensitivity is obtained by using thin elements but their lifetime is much shorter than 
with less sensitive thicker elements. 
 
 
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The most sensitive elements are made of thin foil. Tube element probes are perhaps the best 
compromise for field use since they combine average sensitivity with strength for use in high 
fluid velocity. Unlike the wire element, the development of a pit in a tube element has 
relatively little effect on cross sectional areas and thus readings are less likely to confuse 
interpretation. 
ERPs are available which can be installed so that they are located “flush” with the metal 
surface of the system. This installation eliminates any erroneous results caused by the ERP 
extending into the process flows. 
 
Application Details 
 
The electrical resistance technique is accepted and used extensively in the process and other 
industries. The technique has limitations; correct probe selection and location can be critical. 
 
Type of Environment 
 
The ERP can be used to measure corrosion in liquid or vapor phase and the liquid does not 
have to be an electrolyte. The probe design and materials set the main limitations, and the 
fact that corrosion must be roughly uniform. 
 
Location 
 
As with coupons, the probe has to be located in a position where conditions are 
representative of the corroding area. Temperature and velocity are important variables. 
Impingement of high velocity fluids directly on to the probe should be avoided unless 
erosion/corrosion effects are being studied. Where fluid velocity is critical, more accurate 
results can be obtained by using flush mounted probes. 
 
It is advisable to install several probes, some in locations where corrosion rates are likely to 
be the highest and some in locations where corrosion will be “average.” 
 
Potential Errors in the Use of ERPs 
 
The main cause of error in interpretation of results is the assumption that the corrosion 
indicated by the change in resistance of the test element is proportional to that of the plant. 
This technique cannot follow the rapid changes ofcorrosion rate and a longer-term view is 
required. In streams with rapidly fluctuating temperatures, the precision of individual 
readings is reduced and averaging of results is necessary. This occurs because the exposed 
test element responds to changes of temperature more quickly than does the protected 
reference element. 
 
Localized corrosion, such as pitting, stress corrosion etc., cannot be readily detected by the 
electrical resistance probe. Initially the effect of localized corrosion on the probe is small. 
Toward the end of the probe life a marked increase in apparent corrosion rate can be due to 
localized corrosion on the element. 
 
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Most corrosion products or deposited materials do not affect the electrical resistance 
measurements significantly since the electrical conductivity of the metal is much higher than 
that of the deposit. However, certain deposits such as sulfides do cause problems in sour 
systems. 
 
Data Loggers 
 
A potential problem with the ERP is measurement. To accurately assess the corrosive attack 
being experienced by a system, the installed ERPs have to be regularly measured. The more 
frequent the measurement, the more clearly the status of the system can be determined. This 
either requires regular visits by process operators, which is a drain on limited manpower 
resources, or wiring of ERPs back to the control room, which is extremely expensive. The 
result frequently is that ERPs are only measured once or twice per week, which does not give 
a satisfactory “picture” of the status of the system. A method of overcoming this problem is 
to install a data logger. These are available from Nalco Ltd., as well as various instrument 
companies, and comprise a box (approximately 12” x 8” x 5”), which is installed close to the 
ERP and connected to it. The logger will measure the readings from the ERP, the frequency 
can be from two to three times per hour to two to three times per week, and record it 
electronically. The stored data can then be retrieved and examined when convenient to the 
operator. 
 
7.10.2.3 Linear Polarization Probes (LPR) 
 
Linear polarization offers a means for instantaneous measurement and read out of corrosion rate, 
unlike electrical resistance which requires a comparison of readings over a period of time. 
 
Description 
 
The principle of the LPR probe is similar to electrolysis. An anodic battery half-cell and a 
cathodic half-cell create a complete cell when in a conductive liquid solution. The completed 
battery cell induces an electric current resulting in decomposition into ions (corrosion) of the 
metal used in the pipeline or vessel wall. This occurs as a result of electron transfer between 
the atoms of the metal and atoms of the elements or compounds present in the environment 
of the metal. 
 
The electric current so produced is directly proportional to the rate of metal loss (Faraday’s 
Law). However, it is not possible to measure the corrosion current externally with an 
ammeter. This is because the cathodic current and the anodic current have the same 
magnitude and thus cancel out each other to give a ZERO net current. In order to achieve a 
measurable current, a small external voltage must be applied. It was found that the resulting 
current is directly related to the corrosion rate as described by the following equations. 
 
 
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The applied current required to change the electrical potential of the corroding specimen does 
not affect the rate and type of corrosion reactions, provided the change in potential is no 
more than 10 to 20 millivolts. The applied current is then assumed to be proportional to the 
corrosion current. 
 
The relationship can be expressed as follows: 
 
IappIcorr = B
∆Ε 
 
 
Where: 
 
Icorr = Corrosion rate of specimen 
Iapp = Applied current required to change the electrical potential of the specimen by ∆Ε 
Ε = Required voltage potential (10 to 20 mV) 
B = Stern-Geary constant (usually assumed 26 to 30mV 
 
Thus if B is a known value, the measurement of applied current (Iapp) required to change the 
potential of the specimen by a known amount (∆Ε) leads to the corrosion current. 
 
The corrosion rate of a steel specimen in mils (1/1,000 inch) per year can be calculated as 
follows: 
 
 
mpy 
 
=
 
0.46
 
°
I A
A cm
corr ( )
( )
μ
2
⎡
⎣⎢
⎤
⎦⎥
 
Where: 
 
A = Surface area of the corroding specimen. 
 
This formula is derived by using Faraday’s Law, noting that the rate at which metal dissolves 
due to corrosion is proportional to the corrosion current per unit surface area. 
 
In practice, the constants can be compensated for in the measuring instrument. If the 
electrode area (A) and the potential change (∆Ε) are set at fixed values, then the instrument 
can be calibrated to give a direct corrosion rate read out. 
 
 
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Commercial Instruments 
 
Linear polarization instruments are available in either 2-electrode or 3-electrode types. (See 
Figure 13.) 
 
Test Test Test AuxiliaryReference
 
Figure 13. 
 
The 2-electrode system consists of a potentiostat and probe. The probe assembly is mounted 
in piping or vessels and connects to the meter by cable. The 2-electrodes are made of the 
metal to be studied. Corrosion rates are determined by measuring the applied current required 
to polarize the electrodes to a 10 to 20 millivolt potential difference. Polarity is then reversed 
and the process repeated. The average reading is then corrected for IR drop due to the 
resistivity of the electrolyte and converted to corrosion rate based on the aforementioned 
equation. 
 
The 3-electrode system utilizes a potentiostat and a probe with three electrodes made of the 
metal being studied. 
 
Power is applied across two of the electrodes and sufficient current applied to polarize the 
test electrodes by 10 millivolts. The test electrode potential is measured with reference to the 
unpolarized third electrode using a high input impedance voltmeter (a.k.a. electrometer). 
 
The reference electrode reduces the effect of IR drop when using low conductivity liquids. 
This type of system can be calibrated to read corrosion rates directly. 
 
 
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Both two and three electrode probes are available with replaceable probe elements that may 
also be used as weight loss coupons. Probes can be obtained in flush mounted configurations 
for use in pipelines. Either portable reader or a full size instrument can be used to record 
data. A remote data collector is useful for hard to access areas. 
 
Limitations 
 
The technique requires the presence of a continuous electrolyte. Measurement cannot be 
made in gas or oil. Measurements can be made in oil and water mixtures if water is the 
continuous phase, and provided the elements are not fouled by the oil or iron sulfide. Thus 
the LPR is not applicable to the majority of the oil/gas systems and is generally used only in 
the oily effluent process streams. 
 
The technique is limited to situations where uniform corrosion is expected and is not suitable 
where pitting or localized attack is expected. 
 
7.10.2.4 Galvanic Probes 
 
The galvanic probe consists of a pair of electrodes made of dissimilar metals, usually brass and 
steel. The electrodesare connected to each other externally and the probe inserted into a tank or 
pipeline. 
 
The two metals assume different potentials, and when connected, an electric current flows. The 
amount of current that flows is proportional to the corrosivity of the environment. The system is 
used as a qualitative check on changes in the corrosion rate of the system. Galvanic probes are 
mainly used for the detection of oxygen ingress or biological activity, both of which result in 
cathodic depolarization. 
 
Figure 14 shows a typical galvanic probe assembly. 
 
 
Nylon 
Insulator
Steel
Electrode
Brass 
Electrode
1” MPT 
To
Current
Monitor
 
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Limitations 
 
This technique is generally applicable to monitoring dissolved oxygen and not suitable for 
measurement of attack due to CO2 or H2S encountered in oil production systems. 
The probe is susceptible to fouling as with other techniques but more so. 
 
7.10.2.5 Hydrogen Probe 
 
Many corrosion reactions evolve hydrogen, which can lead to damage and equipment failure. 
These include hydrogen embrittlement and hydrogen blistering. 
 
The corrosive attack of metals under anaerobic, acid conditions commonly found in oil and gas 
systems results in the generation of atomic hydrogen. Atomic hydrogen is capable of permeating 
metals, which is the root cause of hydrogen damage. 
 
Atomic hydrogen enters the granular or interstitial voids in the metal, and having done so may 
then combine to form molecular hydrogen (H2), which is too large a molecule to permeate 
further. The accumulation of recombined hydrogen produces considerable pressures within the 
metal, leading to blistering or cracking of the metal. 
 
The phenomenon of hydrogen permeation through metals can be used to detect corrosion. The 
procedure is known as hydrogen flux monitoring (HFM). The process can be either “intrusive” 
or “non-intrusive”: 
 
Intrusive 
 
The term intrusive means that the monitoring device extends into the process being 
monitored. The probe consists of a thin walled steel shell that allows atomic hydrogen to 
diffuse through into a narrow annular space, which is connected to a pressure gauge. 
 
The amount of hydrogen passing through is estimated by the rate of increase of pressure. A 
bleed valve is required to periodically release hydrogen pressure to avoid rupture of the tube. 
 
 
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Figure 15 shows a simplified diagram of an intrusive device. 
 
Pressure
Guage
Bleed
Valve
Coated
Area
Exposure
Area
Metal
 
Figure 15. 
 
Nonintrusive 
 
The principle of the probe described above is the same except that the nonintrusive device 
does not enter into the system. Instead, it is externally applied to the pipeline or vessel 
surface itself. (See Figure 16.) 
 
Metal
Pressure
Gauge
Bleed
Valve
Patch
 
Figure 16. 
 
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Hydrogen atoms generated by the corrosion reaction pass through the metal wall entering a 
containment area formed by welding on a patch contoured to fit the surface. The patch is 
connected to a pressure gauge and the rate of increase in pressure due to recombined 
hydrogen molecules is measured. 
 
A variation on the patch probe utilizes a special hydrogen-detecting device that replaces the 
pressure gauge. In the hydrogen-collecting area above the patch is located a detector 
consisting of three major elements. These are a “palladium working” electrode, a proton 
conducting electrolyte and a defect tungsten bronze reference electrode. 
 
When the working electrode is exposed to hydrogen, a potential difference is generated 
which is proportional to the hydrogen concentration at the working electrode. The resulting 
electrical output can be fed to a continuous readout instrument. 
 
The hydrogen probe can be used to provide quantitative measurements by computing the area 
of the diffusion cell and the volume of the annulus and using gas-law calculation to relate the 
volume of diffusing gas to the observed increase in pressure. 
 
In use, stabilized conditions may not be reached until the hydrogen transmission metal has 
become hydrogen saturated. This may take up to 48 hours. Measurements should be observed 
until a steady state exists at which point maximum accuracy will be obtained. 
 
7.10.2.6 Chemical Methods 
 
Iron Counts 
 
The presence of iron, either dissolved or particulate, in the system fluids can be an indication 
of corrosion. It is usual to measure the dissolved iron in the aqueous fluids but it is also 
important to note that particulate iron corrosion products, such as iron sulfide, will travel 
with the hydrocarbon. Therefore, if iron counts are to be used, both hydrocarbon and water 
phases should be examined. 
 
Use of iron counts involves three stages. These are sampling, analysis and interpretation. 
 
Sampling is the most important stage since all data will depend on obtaining a representative 
sample. 
 
It is preferred that samples should be analyzed immediately after being taken. Suitable field 
tests exist which will give accurate results. 
 
Because of the risk of precipitation of iron salts leading to erroneous results it is normal 
practice to determine the total iron content of a sample. Soluble iron test methods are 
available if required but greater care must be taken to protect the sample from precipitation 
of soluble iron. 
 
 
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Interpretation of results requires some knowledge of the system. It is useful to know: 
 
1. Has the system been recently worked on? Equipment changes within a few days of 
sampling may produce high iron counts due to the dislodgment of particulate corrosion 
products. Upstream acid workovers will lead to a short-term corrosive environment. 
 
2. Does the water composition itself change from sample to sample? This is of importance 
in gas systems where water can be condensed, with little dissolved solids, or be formation 
water, which is saline. Samples from the same point can vary as slugs of the different 
types of water pass through the system. 
 
Condensed water will be saturated with any acid gases present. Formation water may 
have dissolved iron present from the formation. 
 
3. Where in the system is the sample point? Are all the samples that are to be compared 
taken from the same point? 
 
Iron counts from systems containing oxygen or H2S can be misleading since corrosion 
products may have been precipitated and settled somewhere in the system. Hydrogen sulfide 
attack may not release any dissolved iron to the fluids. Because of this, use of iron counts 
should generally be confined to a “sweet corrosion” environment where the fluid temperature 
is moderate (<180°F). If the fluid temperature is too high, iron counts can decrease as a result 
of iron carbonate formation. 
 
It can be a quick and efficient method for evaluating the effectiveness of a chemical 
corrosion inhibitor program where a reduction of iron counts from a pretreatment level 
indicates success. Since iron counts are mostly done by ICP or AA, it would be useful to 
compare the iron counts with the manganese (Mn) concentration. If the increased iron counts 
are due to corrosion, one would expect an increase in manganese concentration because most 
carbon steels are C-Mnsteels. 
 
Corrosion Product Deposit Analysis 
 
Knowledge of the composition of corrosion product deposits helps to evaluate the type of 
problem and detect changes in the system. 
 
Deposit analysis is usually carried out in a laboratory some time after sampling. Since some 
corrosion products change significantly on exposure to air, e.g., oxidation of iron sulfides, it 
is advisable to note the appearance at the time of taking the sample. 
 
 
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Gas Analysis 
 
Carbon dioxide, hydrogen sulfide and oxygen are the gases most important for corrosion to 
occur. In gas systems, knowledge of the presence and level of any of these gases will 
forewarn the operator of impending corrosion problems. 
 
Field tests are available for the determination of these gases. 
 
Microbiological Activity 
 
The presence and activity of various microorganisms in a system should be known. The 
corrosion problems related to microbiological activity are the subject of a later section. 
 
It is important that this activity is monitored as part of the corrosion monitoring program. 
 
Residual Inhibitor Testing 
 
If chemical corrosion inhibitors are used it is helpful to know the level present downstream 
of the injection point. By their intended action, inhibitors film out on metal surfaces. It is 
important that sufficient inhibitor is present throughout the system to provide adequate 
protection. 
 
Field tests exist for most inhibitors but often naturally occurring components in the fluids 
will interfere. 
 
Tests need to be carried out with the various inhibitors and system fluids to establish the 
feasibility of determining inhibitor reserves. Nalco has developed a number of proprietary 
analytical tests for residual analysis. These include: 1) GC/MS method; 2) NEEIT method; 3) 
UV method; and 4) colorimetric method. 
 
 
7.10.2.7 Inspection Tools 
 
Detailed description of the various tools available for downhole, pipeline or vessel inspection is 
beyond the scope of this section. The general principles involved include: 
 
Caliper Studies 
 
A caliper measures the internal diameter of a pipeline or tubing, indicating general corrosion 
and pitting. Feelers grouped around the tool detect irregularities in the metal surface. It also 
measures the deformation of the tube (i.e., if the cross section is deformed from circular to 
elliptical). The readings from the feelers can be transmitted to an instrumental read-out. 
 
Scale and corrosion products can mask the pits and some pits may be missed because of the 
spacing of the feelers. 
 
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Plastic lined and coated piping may be damaged by the caliper survey, and protective scale 
and corrosion inhibitor film may be removed. Many operators apply corrosion inhibitor 
immediately after caliper studies to minimize damage to surfaces. 
 
Despite these disadvantages, caliper surveys can be useful for the measurement of the 
progress of corrosion, especially in downhole equipment. 
 
Magnetic Flux Loss 
 
This tool measures wall thickness providing a record of corroded areas, leaks and holes. 
 
An AC current is imposed on a coil, generating a magnetic flux. The magnetic flux passes 
out through the vessel wall and a portion passes back to the receiver portion of the tube. As 
the flux penetrates the metal it is attenuated and shifted in phase. The thicker the metal wall, 
the greater the attenuation and phase shift. 
 
The tool is precalibrated with walls of known thickness. 
 
The tool measures a loss due to both internal and external corrosion. The tool can be run 
through the system in the presence of fluids and is unaffected by scale or deposits. 
 
The limitations are: 
 
1. No differentiation can be made between internal and external loss of metal. 
 
2. Holes below one inch in diameter cannot be readily detected. 
 
3. Variations in wall thickness due to manufacturing tolerances and variations in the 
metallurgy giving different magnetic permeability make interpretation difficult. It is usual 
to run an electromagnetic tool on a new system and to use this for future reference to 
detect changes. 
 
4. It is difficult to detect longitudinal cracks. 
 
 
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Ultrasonic Inspection 
 
Ultrasonic techniques utilize ultrasonic energy to measure the thickness of a metal object and 
to locate defects or flaws in the metal. 
 
In ultrasonic inspection, a transducer generates a sound wave. The sound wave is transmitted 
through a liquid to the metal surface. The ultrasonic wave travels through the metal until it 
encounters an interface or discontinuity such as the other side of the metal wall. The sound 
wave is reflected back through the metal to a receiver where it is transformed into an electric 
impulse. The impulse is projected on to a cathode ray tube screen as a vertical line. The 
interval between the initial pulse and the reflection is proportional to the distance traveled, 
usually twice the thickness of the metals or distance to a discontinuity. 
 
This technique is also known as the “pulse echo” technique and is very commonly used in the 
field. 
 
Usually the initial measurements are made when the system equipment is installed. Future 
readings during the lifetime of the system can then be compared to the original. 
 
Limitations of the method are: 
 
1. Scale deposits on the surface may reduce accuracy. 
 
2. The detector probe has to be precisely oriented in order to get reproducible results. 
 
3. Interpretation requires a skilled operator. 
 
4. Low sensitivity. 
 
5. It requires access to the pipe wall, which may be difficult for buried or insulated pipes. 
 
Radiography 
 
Radiography involves the passing of x-rays or gamma rays from a source through the metal 
onto a photographic film. Radiography is used primarily to inspect wells but can be used to 
detect pitting or other localized corrosion damage. 
 
Visual Inspections 
 
This is the most reliable technique of all. It is difficult to carry out in most cases and 
impossible in others. Every opportunity to visibly inspect system equipment should be 
utilized. Photographs must be taken and records made. 
 
 
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7.10.3 Monitoring Guidelines 
The guidelines contained in the following sections have been determined by assessing the 
severity of the anticipated corrosion rate, type of service and type of corrosion control 
technique(s) being used. In general for the more severe anticipated corrosion rates, a higher level 
of monitoring is recommended. Items constructed of corrosion resistant materials may not 
require any corrosion monitoring. 
 
The overall corrosion monitoring philosophy for items constructed of carbon steel is based on the 
following techniques: 
 
1. Ultrasonic wall thickness checks and/or 
visual inspection and/or intelligent pigs. 
Gives an assessment of integrity. 
2. Corrosion coupons. Gives a guide to overall corrosion penetration 
and corrosion mechanism. 
3. Corrosion probes. Gives an on line guide to corrosivity of process 
environment. 
4. Chemical analysis of samples. Monitors operating conditions to provide 
information on corrosion mechanisms and 
rates. 
 
Guidance is also given on the use of other specialized techniques, which could be used in 
specificapplications. 
 
Guidelines as to the frequency of corrosion monitoring and target corrosion control rates are 
given in the tables listed below. These tables can be found in section 7.12, Appendix at the end 
of this chapter. 
 
Table 1: Guideline Frequency for Corrosion Monitoring 
Table 2: Average Target Control Corrosion Rates 
Table 3: Location and Types of Corrosion for Oil Production Facilities 
Table 4: Location and Types of Corrosion Monitoring for Gas Production Facilities 
Table 5: Location and Types of Corrosion Monitoring for Water Injection Facilities 
Table 6: Location and Types of Corrosion Monitoring for Fuel Gas Facilities 
Table 7: Corrosion Monitoring Requirements for Pipelines 
Table 8: Hardware Requirements for Corrosion Monitoring 
 
The location of intrusive monitoring tools is important to the success of the monitoring system in 
obtaining an accurate reading. 
 
 
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7.10.3.1 Oil Production Facilities 
 
Guidance on the location and type of corrosion monitoring is provided in Table 3. The 
philosophy adopted is that each item of equipment or piping where fundamental operating 
conditions are significantly different shall be assessed for monitoring. These locations are 
summarized below: 
 
„ Each well 
„ Each flow stream into each separation train 
„ Each main gas outlet from each individual vessel in the separation train 
„ Water outlet from produced water treatment system (in addition access fittings should be 
provided in the production water downstream of each separator) 
„ Crude oil flow stream at outlet of the train or at inlet to export pipeline 
„ Each vessel 
 
For non-corrosive service, corrosion monitoring should be limited to ultrasonic wall thickness 
inspections, visual inspections, and routine process monitoring, or as prescribed by the operator. 
 
7.10.3.2 Gas Production Facilities 
 
Guidance on the location and type of corrosion monitoring is given in Table 4. The philosophy 
adopted is that each item of equipment where operating conditions are significantly different 
shall be assessed for monitoring. 
 
„ Each wellhead 
„ Each flow stream into each separation train 
„ Each main water stream at outlet of train 
„ Hydrocarbon condensate stream at outlet of train or at inlet of export pipeline 
„ Export pipeline inlet (if gas from final separator vessel is dried or compressed or otherwise 
treated after separation) 
„ At separator inlets and outlets within gas compression facilities 
„ At separator inlets and outlets within gas drying facilities 
„ Each vessel. 
 
For non-corrosive service, corrosion monitoring should be limited to ultrasonic wall thickness 
checks, visual inspections, and routine process monitoring. 
 
 
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Care should be taken when using ER probes in sour crude/gas systems as the high conductivity 
of the corrosion product (iron sulphide) can result in erroneous readings from the probes and/or 
completely “short” the probe and indicate extremely high corrosion rates. 
 
7.10.3.3 Water Injection Facilities 
 
Guidance on the location and type of monitoring is provided in Table 5. The philosophy 
adopted is that monitoring (particularly continuous monitoring of oxygen) is required at various 
locations so that the source of any process upset can be quickly identified. 
 
Corrosion monitoring in water injections systems is also heavy dependent on accurate fluid 
(water) analysis. The operators specification should be reviewed to establish the correct metrics. 
Monitoring is recommended on the following locations: - 
 
„ At the outlet of the deaerator tower 
„ At the outlet of the booster pump (if space permits) 
„ At the outlet of the main pump 
„ At each wellhead 
„ At the outlet of any filters (likely to be on existing installations only, where the filters are in 
the deaerated water stream). 
 
7.10.3.4 Cooling Water Facilities 
 
Cooling water facilities where constructed of materials that are susceptible to corrosion or stress 
corrosion cracking in normal operational or upset conditions should be monitored. Generally, the 
location of monitoring is at one convenient position in the cooling water stream. The 
recommended monitoring techniques are chemical analysis, galvanic probe, pH monitor, 
corrosion coupon, ultrasonic wall thickness checks and internal visual inspection. 
 
7.10.3.5 Fuel Gas Systems (Wet) 
 
Each item of equipment and piping where operating conditions are significantly different shall be 
assessed for monitoring in the following locations: 
 
„ Scrubber vessel inlet 
„ Scrubber vessel outlets 
 
For non-corrosive service, monitoring should be limited to ultrasonic wall thickness checks, 
internal visual inspections, and routine process monitoring. 
 
See Table 6: Location and Types of Corrosion Monitoring for Fuel Gas Facilities. 
 
 
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7.10.3.6 Pipelines 
 
Corrosion monitoring requirements for pipelines are given in Table 7, which depend on the 
specific service conditions. In addition, all pipelines should be designed to accommodate the 
passage of internal inspection pigs. The frequency of inspection by pigging shall be determined 
by analysis of the specific operating conditions, design philosophy and availability of suitable 
inspection tools. It should be, where possible, sufficient to provide time for remedial action to be 
taken if corrosion rates are found to be higher than predicted. 
 
Information obtained from the topsides corrosion monitoring should be extrapolated to assess the 
conditions in the sub-sea sections of the pipeline and in the event that corrosion is suspected. 
 
7.10.3.7 Other Techniques For Specialized Applications 
 
Corrosion monitoring techniques used should not necessarily be limited to those stated in the 
attachments. If there is a specific requirement then other monitoring techniques may be 
employed to ascertain the true nature and degree of corrosion. Some examples of other 
techniques for specialised applications are given below: - 
 
„ Linear Polarization Resistance (LPR) for rapid accurate determination of corrosivity of 
aqueous systems as a monitor for inhibitor efficiency; 
„ Hydrogen patch probes for monitoring hydrogen permeation in H2S rich streams; 
„ Thin Layer Activation (TLA) for highly sensitive corrosion rate or erosive wear 
determination. 
„ FSM for pipelines (Field Signature Method) 
 
This is a rapidly expanding field within the corrosion industry and due attention should be paid 
to any new techniques developing in the market. 
 
7.11 Measuring and Reporting 
Following a thorough monitoring program, it is important to capture and record key performance 
indicators. It is suggested that these KPIs be mutually agreed upon between the customer and 
sales before the chemical program is initiated. 
 
Some standard KPIs include the following: 
 
„ Cost per water volume treated — actual versus plan 
„ Cost per BOE — actual versus plan 
„ Chemical consumption — actual versus plan 
„ Conformance to monitoring schedule 
„ Coupon results and trends 
 
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7.12 Appendix 
7.12.1 Attachement 1 
ATTACHMENT 1(a) 
PRODUCING WELLS 
1. Customer 
2. Location 
• geographic area 
• field 
• unit/platform 
• well numbers 
3. Type of Production 
• oil• gas 
• water 
4. Production Method 
5. Total Number of Wells 
6. Production Volumes 
• BOPD (barrels oil per day) 
• BWPD (barrels water per day) 
• MMSCF/d (million standard cubic feet gas per day) 
7. Bottomhole Conditions (shut in) 
• temperature 
• pressure 
8. Wellhead Conditions (producing) 
• temperature 
• pressure 
9. Tubing 
• grade 
• diameter 
10. Casing Diameter 
 
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ATTACHMENT 1(a) (Continued) 
11. Tubing/Casing Annulus 
• packer installed 
• permanent completion fluid 
• downhole injection capability 
• sliding sleeves installed 
12. Downhole Configuration 
• casing depth 
• tubing depth 
• perforation depth(s) 
• total depth 
• pump depth 
• other 
13. Water Analysis 
14. Corrosive Agents 
• type 
• concentration (PPM or Mal. %) 
15. History of Problems 
• corrosion 
• scale 
• bacteria 
• other 
16. Specific Problem Locations 
17. Chemical Treatment Background 
• product 
• price 
• method 
• frequency/duration 
• rate 
18. Monitoring Information 
• methods 
• locations 
• results 
19. Customer's Treatment Program Objectives 
 
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ATTACHMENT 1(a) (Continued) 
20. Treatment Limitations 
• product 
• procedures 
• cost 
• other 
21. Action Steps Required - Exxon Chemical 
22. Special Product Evaluation Procedures (Customer Tests) 
23. Other Pertinent Information 
24. System Design 
 
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ATTACHMENT 1(b) 
FLUID TRANSPORT LINES 
1. Customer 
2. Location 
• geographic area 
• field 
• unit/platform 
• well numbers 
3. Type of Production 
• oil 
• gas 
• water 
4. System Type 
• produced fluid flowlines 
• crude pipeline 
• water disposal 
• gas transmission 
5. Total Number of Wells 
6. Fluid Volumes 
• BOPD (barrels oil or hydrocarbon condense per day) 
• BWPD (barrels water per day) 
• MMSCF/d (million standard cubic feet gas per day) 
• lb/MMSCF (pounds of water per million standard cubic feet of gas) 
7. Inlet Conditions 
• temperature 
• pressure 
• dew point of gas 
 
8. Outlet Conditions temperature pressure 
9. Line Dimensions 
• internal diameter 
• length 
10. Pipe Construction 
• wall thickness 
• seamless 
• welded 
• other 
 
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ATTACHMENT 1(b) (Continued) 
11. Pigging Facilities/Procedures 
12. Internal Coating 
13. Cathodic Protection Program 
14. Water Analysis 
15. Corrosive Agents 
• type 
• concentration (PPM or Mol. %) 
16. History of Problems 
• corrosion 
• scale 
• bacteria 
• other 
17. Specific Problem Locations 
18. Chemical Treatment Background 
• product 
• price 
• method frequency/duration 
• rate 
19. Monitoring Information 
• methods 
• locations 
• results 
20. Customer's Treatment Program Objectives 
21. Treatment Limitations 
• product 
• procedures 
• cost 
• environmental 
• other 
22. Action Steps Required - Exxon Chemical 
23. Special Product Evaluation Procedures (Customer Tests) 
24. Other Pertinent Information 
25. System Diagram 
 
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ATTACHMENT 1(c) 
SURFACE VESSELS/EQUIPMENT 
1. Customer 
2. Location 
• geographic area 
• field 
• unit/platform 
• well numbers 
3. Type of Facility 
• desalter 
• separator 
• treater 
• heat exchanger 
• knockout drum 
• cooler 
• other 
4. Unit Design Capacity 
• BFPD (barrels fluid per day) 
• MMSCF/d (million standard cubic feet gas per day) 
5. Number of Units 
6. Fluid Volumes 
• B0PD (barrels oil or hydrocarbon condensate per day) 
• BWPD (barrels water per day) 
• MMSCF/d (trillion standard cubic feet gas per day) 
7. Fluid Characteristics 
• salinity 
• gravity 
• solids/wax 
8. System Conditions - Inlet 
• temperature 
• pressure 
• water content/RS&W 
9. System Conditions - Outlet 
• temperature 
• pressure 
• water content/BS&W 
 
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ATTACHMENT 1(c) (Continued) 
10. Construction 
• metallurgy 
• wall thickness 
• corrosion allowance 
• internal coating 
• other 
11. Immediate Upstream Facilities 
12. Immediate Downstream Facilities 
13. Fluid Residence Time 
14. Corrosive Agents 
• type 
• Concentration (PPM or Mol. A) 
15. History of Problems 
• corrosion 
• scale 
• Bacteria. 
• plugging 
• other 
16. Specific Problem Locations 
17. Chemical Treatment Background 
• product 
• price 
• method 
• rate/concentration 
• frequency/duration 
18. Monitoring Information 
• methods 
• locations 
• results 
19. Customer's Treatment Program Objectives 
20. Treatment Limitations 
• product 
• procedures 
• cost 
• other 
 
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ATTACHMENT 1(c) (Continued) 
21. Action Steps Required - Exxon Chemical 
22. Special Product Evaluation Procedures (Customer Tests) 
23. Other Pertinent Information 
24. System Diagram/Flour Sheet. 
 
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ATTACHMENT 1(d) 
INJECTION/DISPOSAL SYSTEMS 
1. Customer 
2. Location 
• geographic area 
• field 
• unit/platform 
• well numbers 
3. Type of Injection 
• produced water 
• source water 
• sea water 
• hydrocarbons 
• gas 
4. Number of Wells 
• source 
• injection 
5. Injection Volume 
• per well - barrels per day 
• total - barrels per day 
6. Water Analysis 
7. Production Method 
8. Downhole Configuration 
• casing depth/diameter 
• tubing depth/diameter perforation depth(s) 
• total depth 
• other 
9. Line Dimensions 
• internal diameter 
• length 
10. Pigging facilities/Procedures 11. Internal Coating 
12. Corrosive Agents 
• type 
• concentration 
 
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ATTACHMENT 1(d) (Continued) 
13. History of Problems 
• corrosion 
• scale 
• bacteria 
• other 
14. Specific Problem Locations 
15. Chemical Treatment Background 
• product 
• price 
• method 
• frequency/duration 
• rate 
16. Monitoring Information 
• methods 
• locations 
• results 
17. Customer's Treatment Program Objectives 
18. Treatment Limitations 
• product 
• procedures 
• cost 
• other 
19. Action Steps Required - Exxon Chemical 
20. Special Product Evaluation Procedures (Customer Tests) 
21. Other Pertinent Information 
22. System Diagram 
 
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ATTACHMENT 1(e) 
HYDROSTATIC TESTING/MOTHBALLING 
1. Customer2. Location 
• geographic area 
• field 
• unit/platform 
• well numbers 
3. Type of Facility 
• pipelines 
• oil/gas treating equipment 
• storage tanks 
• other 
4. Fill fluid 
• surface water 
• source water 
• hydrocarbon 
• dry gas 
5. Volume/Dimensions of Unit 
6. Total Number of Units 
7. Water Analysis 
8. Microbiological Contamination 
9. Duration of Exposure 
10. Fluid Disposal Capability 
• environmental limitations 
• total volume 
• dilution 
• treating 
• other 
11. Subsequent System Use 
 
 
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ATTACHMENT 1(e) (Continued) 
12. Monitoring 
• methods 
• locations 
13. Customer's Treatment Program Objectives 
14. Treatment Limitations 
• product 
• product interactions 
• procedures 
• cost 
• other 
15. Action Steps Required - Exxon Chemical 
16. Special Product Evaluation Procedures (Customer Tests) 
17. Other Pertinent Information 
18. System Diagram 
 
 
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7.12.2 Tables for Corrosion Monitoring Guidelines 
Table 1 - Guideline Frequency for Corrosion Monitoring 
 
SERVICE TYPE FREQUENCY 
Dry oil and gas 
production 
Corrosion coupons Annual 
Wet oil and gas 
production 
Corrosion coupons Six monthly 
Water systems Corrosion coupons Six monthly 
Dry oil and gas Probes Six monthly 
Wet oil and gas Probes Monthly 
Wet oil and gas Probes Monthly 
Water systems Probes Monthly 
All oil and gas 
production 
Chemical samples 
Analysis for [CO2] [H2O] 
[C1-] [Fe] [H2O] [sand] 
[inhibitor] Recording to 
T, P, pH 
Monthly 
Weekly 
Water injection (and 
cooling medium if 
necessary) 
02 monitoring Continuous with daily 
calibration checks 
All oil and gas 
production and water 
injection (if applicable). 
Ultrasonic wall 
thickness checks in 
selected locations. 
As per the CRA 
Coated vessels Internal visual 
inspection 
As per the CRA 
All piping and 
equipment 
Internal visual 
inspection 
As per the CRA 
 
NOTE: 
Operational experience may dictate that longer or shorter frequencies are required at 
the discretion of the corrosion engineer responsible for the facilities. 
 
CRA = Corrosion Risk Assessment. 
 
Chapter 7: Corrosion 
Oil Field Chemicals Training Manual 
7-94 
Property of Nalco Energy Services 
Confidential & Proprietary – DO NOT DUPLICATE 
Table 2 - Average Target Control Corrosion Rates 
 
ITEM TARGET CONTROL CORROSION 
RATE 
Piping and equipment with no 
corrosion allowance. 
To be determined by consideration of 
wall thickness and operating pressure as 
per Ref. 1 below. 
Piping and equipment with 1-1.5 
mm corrosion allowance 
Lesser of 0.1 mm/year or 0.5% wall 
thickness/year 
Piping and equipment with 3 mm 
corrosion allowance 
3/(Design Life) mm/year 
Piping and equipment with 6 mm 
corrosion allowance. 
6/(Design Life) mm/year 
Piping and equipment default 
corrosion rate 
0.25 mm/year 
 
NOTES - The above table gives an indication of the maximum corrosion rates that should be recorded for pipework of given corrosion 
allowances, before additional control measures are indicated. 
It is intended that corrosion probes/coupons are selected with 
reference to the above target rates and the sensitivities 
required by section 3.3 of this Standard. 
 - For pipework with different corrosion allowances to those listed 
above the relevant target control corrosion rate shall be 
obtained by extrapolating the above date. 
 - Further corrosion beyond the corrosion allowance may be 
acceptable by consideration of wall thickness and operating 
pressure. 
 
 
Chapter 7: Corrosion 
Oil Field Chemicals Training Manual 
7-95 
Property of Nalco Energy Services 
Confidential & Proprietary – DO NOT DUPLICATE 
Table 3 - Location and Types of Corrosion for Oil Production Facilities 
 
Location TYPE 
 SC CP CC U V 
Wellhead flowlines R R R R R 
Inlet to separation train R R R R R 
Gas outlet from each separator 
vessel 
 R R R R 
Crude outlet from train (or inlet to 
crude export pipeline) 
R R R R R 
Water outlet from separation train R R R R R 
Water outlet from produced water 
treatment system 
R R R R R 
All vessels R 
 
 
¾ SC = Sample Connection 
¾ CP = Electrical Resistance Corrosion Probe 
¾ CC = Corrosion Coupon 
¾ U = Ultrasonic Wall Thickness Check 
¾ V = Internal Visual Inspection 
¾ R = Type of Monitoring is required at frequency indicated in the attached table 
 
Chapter 7: Corrosion 
Oil Field Chemicals Training Manual 
7-96 
Property of Nalco Energy Services 
Confidential & Proprietary – DO NOT DUPLICATE 
Table 4 -Location and Types of Corrosion Monitoring for Gas Production Facilities 
 
Location TYPE 
 SC CP CC U V 
Wellhead flowlines R R R 
Inlet to each separator R R R R 
Gas outlet from each separator 
vessel 
 R R R R 
Produced water at outlet of train R R R R R 
Hydrocarbon condensate stream at 
outlet of train 
R R R R R 
Export pipeline inlet (if gas is dried, 
compressed or otherwise treated 
after separation) 
R R R R R 
ALL VESSELS R 
Gas Drying Facilities 
Separator inlets R R R R 
Separator outlets (Gas) R R R R 
Separator outlets (Liquid) R R R R R 
Gas Compression Facilities 
Separator inlets R R R R 
Separator outlets (Gas) R R R R 
Separator outlets (Liquids) R R R R R 
¾ SC =Sample Connection 
¾ CP = Corrosion Probe 
¾ CC = Corrosion Coupon 
¾ U = Ultrasonic Wall Thickness Check 
¾ V = Internal Visual Inspection 
¾ R = Type of Monitoring required at frequency indicated in the attached table 
 
Chapter 7: Corrosion 
Oil Field Chemicals Training Manual 
7-97 
Property of Nalco Energy Services 
Confidential & Proprietary – DO NOT DUPLICATE 
Table 5 - Location and Types of Corrosion Monitoring for Water Injection Facilities 
 
Location TYPE 
 Q SC GP CC BP U V 
Outlet of Deaerator R R R R R 
Outlet of booster pump (if 
space available) 
 R R R R 
Outlet of main pump R R R R R R R 
Each wellhead (Local) R R 
Each wellhead (Remote) R R R R R R 
Outlet of filter (if filter is in 
deaerated water stream) 
 R R R R 
 
 
¾ Q = Oxygen Cell Analyser 
¾ SC = Sample Connection 
¾ GP = Galvanic Probe 
¾ CC = Corrosion Coupon 
¾ BP = Bioprobe 
¾ U = Ultrasonic Wall Thickness Check 
¾ V = Internal Visual Inspection 
¾ R = Type of Monitoring is required at frequency indicated in the attached table

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