A discussion on different types of corrosion and wear (and their associated mechanisms) followed by an overview of commercially available mitigation techniques, including their practical downhole applications are the focal points of this paper.
A presentation covering the various methods of prevention of corrosion. Material selection, design of structures, alteration of materials, alteration of environment, cathodic & anodic protection, and coatings are the different methods used. These are briefly described.
Causes, Prevention, & Designing for Corrosion Resistance on Sheet Pile Struc...morethanmetal
A brief presentation regarding causes, prevention, & designing for corrosion resistance on sheet pile structures brought to you by Roll Form Group, a division of Samuel, Son & Co., Limited.
During this presentation, Amol Vaidya, senior engineer, global materials characterization and modeling, shares research findings that Owens Corning's Advantex® glass fiber reinforced polymer (E-CR-Glass) provides longer service life and cost savings in corrosive environments, compared to stainless steel and E-glass-based FRP. Corrosion is an economic and environmental issue the oil and gas industry has faced for years, typically addressed with high-cost metal alloys or various coating technologies. Glass fiber reinforced polymer composites can be an effective, low-cost alternative to these expensive alloys.
The document discusses two stainless steel tanks at a water treatment facility that failed due to microbiologically induced corrosion (MIC), despite the welding being executed well. MIC pitting and crevice corrosion was found mainly at the welds in both tanks after hydrostatic testing with contaminated water supplied by the customer. While welding quality was not the cause of failure in this case, the document outlines many factors that can cause even well-made welds to fail, including improper design, environmental damage like corrosion and cracking, material deterioration issues, and mechanical or stress-related problems. Understanding why "good welds" can still fail can help prevent future issues.
This is a presentation on hydrogen induced cracking ,sulfide stress cracking and test procedure for HIC resistant steel
DENZIL D’SOUZA
denzil22@gmail.com
rust free india and rest of world civil structures like dam roads bridges life increased to decades and many more decades
railway coaches ships aeroplanes....................life increased to decades and decades
regards
harish (harry)shrma+919812008556
laserrobo@gmail.com
This document discusses hydrogen embrittlement, which is the loss of ductility in a material caused by hydrogen absorption. It can occur in body-centered cubic and hexagonal close-packed metals when as little as 0.0001% hydrogen is absorbed. Hydrogen is introduced through processes like corrosion and welding. It causes increased strain rate sensitivity and susceptibility to delayed fracture. Several mechanisms are proposed to explain how hydrogen causes embrittlement, including hydride formation and reducing decohesion strength. Prevention techniques include reducing corrosion, using cleaner steels, baking to remove hydrogen, proper welding practices, and alloying to reduce hydrogen diffusion.
Hydrogen induced cracking (HIC) refers to mechanical damage of metals caused by the presence and interaction of hydrogen. There are four main types: hydrogen blistering, hydrogen embrittlement, hydrogen attack, and decarburization. HIC is caused by the absorption and diffusion of hydrogen into metals, which can lead to cracking when it becomes trapped in defects or inclusions. The susceptibility of steels to HIC depends on factors like microstructure, hardness, presence of inclusions, and hydrogen concentration. A standard test assesses HIC resistance by exposing specimens to a hydrogen sulfide solution and evaluating resulting crack formation. Preventive measures include using clean steel, coatings, inhibitors, reducing corrosion, and proper welding/heat
A presentation covering the various methods of prevention of corrosion. Material selection, design of structures, alteration of materials, alteration of environment, cathodic & anodic protection, and coatings are the different methods used. These are briefly described.
Causes, Prevention, & Designing for Corrosion Resistance on Sheet Pile Struc...morethanmetal
A brief presentation regarding causes, prevention, & designing for corrosion resistance on sheet pile structures brought to you by Roll Form Group, a division of Samuel, Son & Co., Limited.
During this presentation, Amol Vaidya, senior engineer, global materials characterization and modeling, shares research findings that Owens Corning's Advantex® glass fiber reinforced polymer (E-CR-Glass) provides longer service life and cost savings in corrosive environments, compared to stainless steel and E-glass-based FRP. Corrosion is an economic and environmental issue the oil and gas industry has faced for years, typically addressed with high-cost metal alloys or various coating technologies. Glass fiber reinforced polymer composites can be an effective, low-cost alternative to these expensive alloys.
The document discusses two stainless steel tanks at a water treatment facility that failed due to microbiologically induced corrosion (MIC), despite the welding being executed well. MIC pitting and crevice corrosion was found mainly at the welds in both tanks after hydrostatic testing with contaminated water supplied by the customer. While welding quality was not the cause of failure in this case, the document outlines many factors that can cause even well-made welds to fail, including improper design, environmental damage like corrosion and cracking, material deterioration issues, and mechanical or stress-related problems. Understanding why "good welds" can still fail can help prevent future issues.
This is a presentation on hydrogen induced cracking ,sulfide stress cracking and test procedure for HIC resistant steel
DENZIL D’SOUZA
denzil22@gmail.com
rust free india and rest of world civil structures like dam roads bridges life increased to decades and many more decades
railway coaches ships aeroplanes....................life increased to decades and decades
regards
harish (harry)shrma+919812008556
laserrobo@gmail.com
This document discusses hydrogen embrittlement, which is the loss of ductility in a material caused by hydrogen absorption. It can occur in body-centered cubic and hexagonal close-packed metals when as little as 0.0001% hydrogen is absorbed. Hydrogen is introduced through processes like corrosion and welding. It causes increased strain rate sensitivity and susceptibility to delayed fracture. Several mechanisms are proposed to explain how hydrogen causes embrittlement, including hydride formation and reducing decohesion strength. Prevention techniques include reducing corrosion, using cleaner steels, baking to remove hydrogen, proper welding practices, and alloying to reduce hydrogen diffusion.
Hydrogen induced cracking (HIC) refers to mechanical damage of metals caused by the presence and interaction of hydrogen. There are four main types: hydrogen blistering, hydrogen embrittlement, hydrogen attack, and decarburization. HIC is caused by the absorption and diffusion of hydrogen into metals, which can lead to cracking when it becomes trapped in defects or inclusions. The susceptibility of steels to HIC depends on factors like microstructure, hardness, presence of inclusions, and hydrogen concentration. A standard test assesses HIC resistance by exposing specimens to a hydrogen sulfide solution and evaluating resulting crack formation. Preventive measures include using clean steel, coatings, inhibitors, reducing corrosion, and proper welding/heat
(Pitting corrosion and crevice corrosion)Mustafa Hasan
This document discusses pitting corrosion and crevice corrosion in metals. It defines these types of localized corrosion and explains their mechanisms. Pitting corrosion occurs in localized holes in metals and is difficult to detect. Crevice corrosion occurs in cracks and crevices where conditions differ from the bulk solution, leading to acidification and accelerated corrosion. Both types of corrosion are influenced by parameters like chloride concentration, temperature, material properties, and coatings. The document provides diagrams illustrating the corrosion mechanisms and test methods for evaluating resistance to pitting and crevice corrosion.
This document discusses the effects of hydrogen on tantalum and niobium materials. Small amounts of hydrogen can be absorbed by these metals, but higher levels of hydrogen absorption can lead to embrittlement and loss of ductility. The presence of hydrogen is one of the main failure mechanisms for tantalum and niobium in corrosive environments. Several methods are discussed for preventing and detecting hydrogen embrittlement in tantalum and niobium, including controlling temperatures and concentrations, using isolation kits, vacuum degassing, visual inspection of fractures, and resistivity testing. Laboratory corrosion tests were able to predict failure times of tantalum and niobium alloys in sulfuric acid environments.
Pitting corrosion is an insidious localized form of corrosion causing much devastating
destruction to structural members such as stainless steel in chloride environment. This
paper gives a review of the mechanism processes of pitting, stages, factors facilitating
pitting corrosion, techniques of evaluating pitting corrosion and some research work on
pitting corrosion. The rudimentary knowledge of the mechanisms of pitting corrosion from
this work will be of assistance to the selection process, specification and the use of stainless
steels and other structural members.
Acid Corrosion Inhibitor is designed specifically to inhibit the acidic attack on various metals such as Brass, Copper, Tin, Nickel, Zinc, Lead, Galvanized surface and all other type of steel.
Nalcool 2000 is an efficient corrosion inhibitor which use in many applications. It serves as an effective corrosion inhibitor which used as a Nalcool 2000 is an efficient corrosion inhibitor which use in many applications. It serves as an effective corrosion inhibitor which used as a Coolant corrosion inhibitor.
The document summarizes corrosion of steel in concrete. It discusses the common corrosion processes like pitting and crevice corrosion. The main causes of corrosion are chloride ions and carbonation, which can lower the alkalinity of the concrete and expose the steel. It also outlines prevention methods like using epoxy coatings, fly ash, and cathodic protection to protect the steel reinforcement and prevent corrosion.
CMEME2015 Conference: "Understanding hydrogen behaviour in steels" Daniel Gaude-Fugarolas
This document discusses understanding hydrogen behavior in steels, including diffusion, trapping, embrittlement risk and prevention. It covers several topics:
1. Studying hydrogen embrittlement and diffusion modeling.
2. Applications including analysis of casting processes, development of a new hydrogen extraction method during casting, analysis of baking treatments, and prediction of hydrogen damage.
3. Ongoing work on hydrogen desorption and permeation.
Control of corrosion of underwater pilesAvinash Shaw
This document discusses various methods for controlling corrosion of underwater piles. It describes how corrosion occurs and identifies different zones that piles are exposed to based on wetness and tidal patterns. Common protection methods include protective coatings, cathodic protection using sacrificial anodes, and application of fiber-reinforced polymer (FRP) composites. Protective coatings can include inorganic zinc primers, epoxy coatings, and polyurethane topcoats. Cathodic protection involves connecting anodes to the metal to redirect corrosion. FRP composites provide strength and chemical resistance for repairing damaged piles.
Crevice corrosion is a localized form of corrosion that occurs in confined, shielded areas where solutions can stagnate, such as under gaskets, fasteners, or deposits. It results from differences in concentration of oxygen and chlorides between the crevice (anode) and outside of it (cathode), which sets up an electrochemical cell. Factors like crevice geometry and chemistry, material composition, and environmental conditions affect its occurrence. It is a significant issue for corrosion-resistant alloys in systems with pure water chemistry and can cause component failure while appearing as minimal overall material loss, making it difficult to detect. Methods to prevent it include eliminating crevices, using solid gaskets, employing higher-alloy materials,
Definitions, Major Causes of Corrosion,Other Causes of Corrosion, Forms Of Corrosion, How Does corrosion Happen ?,The Process of Corrosion (Five facts)
Measurement of Corrosion.
Corrosion Rate.
Comparison between Different metals.
Corrosion Prevention.
Corrosion monitoring.
Side effects of Prevention Methods.
Conclusion.
The document discusses stress corrosion cracking (SCC), which is the failure of metal due to the combined effect of stress and chemical attack. SCC requires a susceptible metal, a specific corrosive environment, and an applied tensile stress. An example is given of the 1974 Flixborough explosion in the UK caused by SCC in mild steel exposed to hot nitrate solution under stress. SCC can initiate and propagate cracks without visible corrosion and cause sudden catastrophic failure. It commonly occurs at flaws, grain boundaries, or corrosion pits. The mechanisms of SCC include both anodic dissolution due to pre-existing flaws or grain boundary precipitates, as well as rupture of protective films by plastic strain. Prevention methods include choosing non-sus
Corrosion is the deterioration of metals due to chemical or electrochemical reactions with their environment. There are several types of corrosion including general corrosion, pitting corrosion, intergranular corrosion, stress corrosion, crevice corrosion, galvanic corrosion, erosion corrosion, cavitation corrosion, and fretting corrosion. The document discusses the causes and characteristics of each type. Corrosion can be prevented by selecting the proper metal type, protective coatings, environmental controls, sacrificial anodes, corrosion inhibitors, and design modifications. Surface pretreatments and coatings are important for inhibiting corrosion.
A Designer's Introduction to the Development, Design and Application of Vinyl...Docks & Marinas, Inc.
The document provides an overview of vinyl and composite sheet pile materials for use in seawalls, bulkheads, levees, and other coastal structures. It discusses the advantages of ESP's vinyl and fiber reinforced polymer (FRP) composite sheet piles over traditional materials like steel and concrete in terms of cost, weight, durability, and resistance to corrosion and rot. The document also provides details on ESP's sheet pile profiles and material properties, design and installation considerations, and examples of completed projects using ESP sheet piles worldwide.
1) The document investigates the mechanism of crevice corrosion on duplex stainless steel UNS S32101 through experimental testing.
2) Potentiodynamic polarization curves and potentiostatic polarization experiments showed delayed and immediate crevice corrosion can be initiated at different applied potentials in NaCl solution.
3) In situ observations and ex situ analysis revealed diversity in crevice corrosion morphology due to relocation of active dissolution areas from corrosion product effects.
This document discusses materials used in pharmaceutical manufacturing plant equipment. It covers factors that affect material selection such as physical and chemical properties as well as cost. Various metal materials are described including ferrous metals like cast iron, carbon steel, and stainless steel, as well as non-ferrous metals like aluminum, copper, nickel, and titanium. Non-metal materials discussed include glass, rubber, plastics like PVC, polyethylene, and polypropylene. Each material's properties, advantages, disadvantages and applications are summarized.
The document discusses hydrogen embrittlement, which is when metals like titanium and vanadium become brittle due to hydrogen diffusion. Hydrogen is introduced through processes like welding, corrosion, and melting. There are three proposed mechanisms for embrittlement: hydrogen-enhanced de-cohesion causes reduced bonding strength; hydrogen-enhanced local plasticity enhances localized plastic deformation; and adsorption-induced dislocation emission facilitates dislocation movement near cracks. Tests like linearly increasing stress tests, temperature-programmed desorption, and electrochemical permeation help evaluate embrittlement.
This document discusses corrosion, which is the process of a metal reacting with its environment and deteriorating over time. It provides three main theories of corrosion: dry corrosion, wet corrosion, and electrochemical corrosion. Dry corrosion involves direct chemical reaction with gases, while wet corrosion occurs in conducting liquids and involves the formation of galvanic cells. There are different types of corrosion like uniform, pitting, stress, and galvanic corrosion. Prevention methods include material selection, design considerations, environmental control, cathodic protection, anodic protection, and coatings. Cathodic protection makes the metal a cathode to reduce corrosion, while anodic protection forms a protective oxide layer.
This document provides an overview of fasteners and their importance in construction. It discusses the need for architects and engineers to carefully specify fasteners in some situations to ensure proper performance. It then covers various factors that can affect fastener performance, including corrosion resistance and galvanic corrosion. It introduces the concept of hydrogen-assisted stress corrosion cracking (HASCC) as an invisible threat to fasteners that can cause unexpected failures. The document emphasizes the importance of specifying corrosion-resistant fasteners, especially when dissimilar metals are joined, to avoid issues like HASCC and protect connections.
Corrosion is the spontaneous reaction between a material like steel and its environment that degrades the material over time. For ships, corrosion poses a major problem as it can compromise the structural integrity of the vessel. There are two main methods to prevent corrosion - cathodic protection, which makes the structure negative to corrosion, and coatings, which act as a barrier between the steel and environment. Effective coatings must adhere well to the steel, be impermeable to water and oxygen, and have a thickness and pigmentation that limits penetration over the life of the coating.
This document discusses four main forms of corrosion: galvanic, crevice, pitting, and intergranular corrosion. It provides details on the mechanisms, examples, and factors that contribute to each type. Galvanic corrosion occurs when two dissimilar metals are in contact in an electrolyte. Crevice corrosion is localized corrosion in stagnant areas like joints or cracks. Pitting corrosion produces small pits on metal surfaces. Intergranular corrosion preferentially corrodes grain boundaries in metals. The document examines each type through definitions, diagrams, and real-world corrosion incidents.
(Pitting corrosion and crevice corrosion)Mustafa Hasan
This document discusses pitting corrosion and crevice corrosion in metals. It defines these types of localized corrosion and explains their mechanisms. Pitting corrosion occurs in localized holes in metals and is difficult to detect. Crevice corrosion occurs in cracks and crevices where conditions differ from the bulk solution, leading to acidification and accelerated corrosion. Both types of corrosion are influenced by parameters like chloride concentration, temperature, material properties, and coatings. The document provides diagrams illustrating the corrosion mechanisms and test methods for evaluating resistance to pitting and crevice corrosion.
This document discusses the effects of hydrogen on tantalum and niobium materials. Small amounts of hydrogen can be absorbed by these metals, but higher levels of hydrogen absorption can lead to embrittlement and loss of ductility. The presence of hydrogen is one of the main failure mechanisms for tantalum and niobium in corrosive environments. Several methods are discussed for preventing and detecting hydrogen embrittlement in tantalum and niobium, including controlling temperatures and concentrations, using isolation kits, vacuum degassing, visual inspection of fractures, and resistivity testing. Laboratory corrosion tests were able to predict failure times of tantalum and niobium alloys in sulfuric acid environments.
Pitting corrosion is an insidious localized form of corrosion causing much devastating
destruction to structural members such as stainless steel in chloride environment. This
paper gives a review of the mechanism processes of pitting, stages, factors facilitating
pitting corrosion, techniques of evaluating pitting corrosion and some research work on
pitting corrosion. The rudimentary knowledge of the mechanisms of pitting corrosion from
this work will be of assistance to the selection process, specification and the use of stainless
steels and other structural members.
Acid Corrosion Inhibitor is designed specifically to inhibit the acidic attack on various metals such as Brass, Copper, Tin, Nickel, Zinc, Lead, Galvanized surface and all other type of steel.
Nalcool 2000 is an efficient corrosion inhibitor which use in many applications. It serves as an effective corrosion inhibitor which used as a Nalcool 2000 is an efficient corrosion inhibitor which use in many applications. It serves as an effective corrosion inhibitor which used as a Coolant corrosion inhibitor.
The document summarizes corrosion of steel in concrete. It discusses the common corrosion processes like pitting and crevice corrosion. The main causes of corrosion are chloride ions and carbonation, which can lower the alkalinity of the concrete and expose the steel. It also outlines prevention methods like using epoxy coatings, fly ash, and cathodic protection to protect the steel reinforcement and prevent corrosion.
CMEME2015 Conference: "Understanding hydrogen behaviour in steels" Daniel Gaude-Fugarolas
This document discusses understanding hydrogen behavior in steels, including diffusion, trapping, embrittlement risk and prevention. It covers several topics:
1. Studying hydrogen embrittlement and diffusion modeling.
2. Applications including analysis of casting processes, development of a new hydrogen extraction method during casting, analysis of baking treatments, and prediction of hydrogen damage.
3. Ongoing work on hydrogen desorption and permeation.
Control of corrosion of underwater pilesAvinash Shaw
This document discusses various methods for controlling corrosion of underwater piles. It describes how corrosion occurs and identifies different zones that piles are exposed to based on wetness and tidal patterns. Common protection methods include protective coatings, cathodic protection using sacrificial anodes, and application of fiber-reinforced polymer (FRP) composites. Protective coatings can include inorganic zinc primers, epoxy coatings, and polyurethane topcoats. Cathodic protection involves connecting anodes to the metal to redirect corrosion. FRP composites provide strength and chemical resistance for repairing damaged piles.
Crevice corrosion is a localized form of corrosion that occurs in confined, shielded areas where solutions can stagnate, such as under gaskets, fasteners, or deposits. It results from differences in concentration of oxygen and chlorides between the crevice (anode) and outside of it (cathode), which sets up an electrochemical cell. Factors like crevice geometry and chemistry, material composition, and environmental conditions affect its occurrence. It is a significant issue for corrosion-resistant alloys in systems with pure water chemistry and can cause component failure while appearing as minimal overall material loss, making it difficult to detect. Methods to prevent it include eliminating crevices, using solid gaskets, employing higher-alloy materials,
Definitions, Major Causes of Corrosion,Other Causes of Corrosion, Forms Of Corrosion, How Does corrosion Happen ?,The Process of Corrosion (Five facts)
Measurement of Corrosion.
Corrosion Rate.
Comparison between Different metals.
Corrosion Prevention.
Corrosion monitoring.
Side effects of Prevention Methods.
Conclusion.
The document discusses stress corrosion cracking (SCC), which is the failure of metal due to the combined effect of stress and chemical attack. SCC requires a susceptible metal, a specific corrosive environment, and an applied tensile stress. An example is given of the 1974 Flixborough explosion in the UK caused by SCC in mild steel exposed to hot nitrate solution under stress. SCC can initiate and propagate cracks without visible corrosion and cause sudden catastrophic failure. It commonly occurs at flaws, grain boundaries, or corrosion pits. The mechanisms of SCC include both anodic dissolution due to pre-existing flaws or grain boundary precipitates, as well as rupture of protective films by plastic strain. Prevention methods include choosing non-sus
Corrosion is the deterioration of metals due to chemical or electrochemical reactions with their environment. There are several types of corrosion including general corrosion, pitting corrosion, intergranular corrosion, stress corrosion, crevice corrosion, galvanic corrosion, erosion corrosion, cavitation corrosion, and fretting corrosion. The document discusses the causes and characteristics of each type. Corrosion can be prevented by selecting the proper metal type, protective coatings, environmental controls, sacrificial anodes, corrosion inhibitors, and design modifications. Surface pretreatments and coatings are important for inhibiting corrosion.
A Designer's Introduction to the Development, Design and Application of Vinyl...Docks & Marinas, Inc.
The document provides an overview of vinyl and composite sheet pile materials for use in seawalls, bulkheads, levees, and other coastal structures. It discusses the advantages of ESP's vinyl and fiber reinforced polymer (FRP) composite sheet piles over traditional materials like steel and concrete in terms of cost, weight, durability, and resistance to corrosion and rot. The document also provides details on ESP's sheet pile profiles and material properties, design and installation considerations, and examples of completed projects using ESP sheet piles worldwide.
1) The document investigates the mechanism of crevice corrosion on duplex stainless steel UNS S32101 through experimental testing.
2) Potentiodynamic polarization curves and potentiostatic polarization experiments showed delayed and immediate crevice corrosion can be initiated at different applied potentials in NaCl solution.
3) In situ observations and ex situ analysis revealed diversity in crevice corrosion morphology due to relocation of active dissolution areas from corrosion product effects.
This document discusses materials used in pharmaceutical manufacturing plant equipment. It covers factors that affect material selection such as physical and chemical properties as well as cost. Various metal materials are described including ferrous metals like cast iron, carbon steel, and stainless steel, as well as non-ferrous metals like aluminum, copper, nickel, and titanium. Non-metal materials discussed include glass, rubber, plastics like PVC, polyethylene, and polypropylene. Each material's properties, advantages, disadvantages and applications are summarized.
The document discusses hydrogen embrittlement, which is when metals like titanium and vanadium become brittle due to hydrogen diffusion. Hydrogen is introduced through processes like welding, corrosion, and melting. There are three proposed mechanisms for embrittlement: hydrogen-enhanced de-cohesion causes reduced bonding strength; hydrogen-enhanced local plasticity enhances localized plastic deformation; and adsorption-induced dislocation emission facilitates dislocation movement near cracks. Tests like linearly increasing stress tests, temperature-programmed desorption, and electrochemical permeation help evaluate embrittlement.
This document discusses corrosion, which is the process of a metal reacting with its environment and deteriorating over time. It provides three main theories of corrosion: dry corrosion, wet corrosion, and electrochemical corrosion. Dry corrosion involves direct chemical reaction with gases, while wet corrosion occurs in conducting liquids and involves the formation of galvanic cells. There are different types of corrosion like uniform, pitting, stress, and galvanic corrosion. Prevention methods include material selection, design considerations, environmental control, cathodic protection, anodic protection, and coatings. Cathodic protection makes the metal a cathode to reduce corrosion, while anodic protection forms a protective oxide layer.
This document provides an overview of fasteners and their importance in construction. It discusses the need for architects and engineers to carefully specify fasteners in some situations to ensure proper performance. It then covers various factors that can affect fastener performance, including corrosion resistance and galvanic corrosion. It introduces the concept of hydrogen-assisted stress corrosion cracking (HASCC) as an invisible threat to fasteners that can cause unexpected failures. The document emphasizes the importance of specifying corrosion-resistant fasteners, especially when dissimilar metals are joined, to avoid issues like HASCC and protect connections.
Corrosion is the spontaneous reaction between a material like steel and its environment that degrades the material over time. For ships, corrosion poses a major problem as it can compromise the structural integrity of the vessel. There are two main methods to prevent corrosion - cathodic protection, which makes the structure negative to corrosion, and coatings, which act as a barrier between the steel and environment. Effective coatings must adhere well to the steel, be impermeable to water and oxygen, and have a thickness and pigmentation that limits penetration over the life of the coating.
This document discusses four main forms of corrosion: galvanic, crevice, pitting, and intergranular corrosion. It provides details on the mechanisms, examples, and factors that contribute to each type. Galvanic corrosion occurs when two dissimilar metals are in contact in an electrolyte. Crevice corrosion is localized corrosion in stagnant areas like joints or cracks. Pitting corrosion produces small pits on metal surfaces. Intergranular corrosion preferentially corrodes grain boundaries in metals. The document examines each type through definitions, diagrams, and real-world corrosion incidents.
This document discusses different types of corrosion, including uniform corrosion, galvanic corrosion, crevice corrosion, and pitting corrosion. Uniform corrosion affects the entire exposed metal surface at a generally predictable and low rate. Galvanic corrosion occurs when two dissimilar metals are electrically coupled in an electrolyte. Crevice corrosion happens in cracks or gaps where oxygen is depleted. Pitting corrosion produces small, deep pits and is very destructive despite only causing small weight loss. The document explains the mechanisms and factors that influence each corrosion type and provides strategies for prevention.
Corrosion is the deterioration of metals through chemical reactions with the environment. It can structurally weaken materials and equipment, contaminate systems, and is costly to prevent and repair. Corrosion occurs via electrochemical processes where metals oxidize (rust), releasing electrons. Factors like water chemistry, oxygen levels, temperature, and contact with other metals influence corrosion rates. Prevention methods include coating metals, alloying them, inhibiting reactions, or electrochemically controlling corrosion through cathodic protection. Proper material selection, design, and maintenance can significantly extend product lifetimes and reduce corrosion impacts.
This document provides a review of reinforcement corrosion in reinforced concrete (RC) structures. It discusses the mechanism of corrosion, including the electrochemical process where steel acts as the anode and concrete acts as the cathode. It also outlines various parameters that affect the corrosion rate, such as the presence of impurities, electrolytes like chlorides, and the position of metals in the galvanic series. The document describes different types of corrosion including pitting corrosion, general corrosion, and macro-cell corrosion. It explains how these types of corrosion negatively impact RC structures by causing cracking, delamination, and spalling of the concrete cover.
The document discusses corrosion control methods for underwater piles. It introduces corrosion and its causes, then describes five zones of corrosion on marine piles. It outlines conceptual studies and three phases of corrosion management. Major corrosion control methods discussed are protective coatings (metallic, inorganic, organic) and cathodic protection using suspension anode delivery systems. Standards from NACE International, ASTM, and others are referenced. The conclusion states that cathodic protection is most effective for marine conditions while coatings are used on large structures.
This document discusses various forms of corrosion that can occur in metals. It begins by defining corrosion and explaining the factors that influence it. It then describes several specific types of corrosion: general/uniform corrosion, galvanic corrosion, crevice corrosion, pitting corrosion, intergranular corrosion, dealloying, erosion corrosion, stress corrosion, hydrogen damage including hydrogen blistering and hydrogen embrittlement. For each type of corrosion, the document discusses the mechanism and provides methods for prevention.
This document discusses corrosion of engineering materials and methods to prevent it. It provides background on corrosion, noting that all materials will corrode to some degree depending on their environment. Factors like temperature, pressure, and harmful gases can cause corrosion analogous to their effects on the human body. The document then covers different types of corrosion like uniform, galvanic, pitting, stress, and microbiological corrosion. It discusses the economic impacts of corrosion and methods to prevent it, including coatings, inhibitors, cathodic protection, and controlling factors like pH. Software models for predicting corrosion rates are also summarized, such as Multicorp, PREDICT, and Norsok M-506.
There are several types of corrosion described in the document. Sweet corrosion involves reaction with carbon dioxide and fatty acids while sour corrosion involves hydrogen sulfide. Other types include oxygen corrosion, electrochemical corrosion, uniform attack, pitting corrosion, crevice corrosion, galvanic corrosion, and erosion corrosion. Corrosion can also be classified based on the mechanism as chemical, electrochemical, or localized attacks like intergranular corrosion or stress corrosion cracking. Factors like temperature, oxygen concentration, and salt concentration can also influence the type of corrosion cell formed.
APPLICATION OF WASTE NATURAL MATERIAL FOR CORROSION INHIBITION OF LOW CARBON ...IRJET Journal
This document summarizes research on using waste natural materials as corrosion inhibitors for low carbon steel in NaCl solutions. Specifically, it investigates the inhibitory effects of onion peel extracts in 1.5M NaCl solution. Testing methods like weight loss measurements, polarization techniques and SEM imaging were used to analyze the protective film formed by onion peel compounds adsorbed on the steel surface. Results found the aqueous onion peel extract inhibited over 90% of corrosion. The researchers concluded onion peel is a promising green corrosion inhibitor for low carbon steel in NaCl environments. Future work could study individual bioactive compounds in onion peel and developing coating layers from extract-treated surfaces.
ProCoat Specialities provides corrosion protection services including surface preparation, coating application, and inspections. They believe thorough examination and analysis is needed to select the appropriate protection mechanism for different substrates and environments. ProCoat focuses on high quality surface preparation and coating application according to international standards. Their services also include educating clients, inspection reports, and turn-key corrosion protection solutions.
Mechanical stresses can increase corrosion rates by creating sites of localized corrosion. Stress corrosion cracking occurs when three factors are present: a susceptible alloy, a corrosive environment, and tensile stress. It can cause sudden failures. Cold work increases corrosion by segregating impurities. Heat treatment can reduce this effect. Hydrogen embrittlement and corrosion fatigue are additional failure modes involving the combined effects of corrosion and stress. Proper material selection, coatings, inhibitors, and heat treatments can mitigate these issues.
Control of corrosion on underwater piles pptLakshay Saxena
This document discusses corrosion protection methods for underwater piles. It begins with an introduction to corrosion and the corrosion mechanisms that affect steel piles in seawater. It then describes the different zones of corrosion for steel piles and various corrosion protection methods like protective coatings, cathodic protection, anode delivery systems, and the application of fiber reinforced polymer (FRP) composites. It concludes with standards and codes from organizations like NACE and ASTM that are relevant to corrosion control system design. The key methods discussed are protective coatings, cathodic protection using sacrificial anodes, and wrapping piles with FRP composites for repair and reinforcement.
Corrosion is the degradation of materials due to chemical reactions with their surroundings. Metals are particularly susceptible to corrosion, which can occur electrochemically through oxidation or by other chemical processes. Corrosion can damage structures and infrastructure, costing an estimated $276 billion annually in the US alone. Common forms of corrosion include rust, which weakens bridges and causes failures, and glass disease, where aqueous solutions cause corrosion of silicate glasses. Protective measures like passivation and materials selection aim to reduce corrosion and its economic impacts.
Erosion corrosion occurs when the rate of material deterioration increases due to the combined effects of corrosion and mechanical wear from fluid flow. It can occur in pipes, valves, pumps and other equipment exposed to flowing liquids or gases. The mechanism involves turbulent flow damaging protective surface films and exposing the bare metal to chemical attack. Common signs are grooves, holes and valleys in the direction of flow. Prevention methods include design modifications to reduce turbulence, removing abrasive particles from the fluid, protective coatings, cathodic protection, and using more corrosion resistant materials.
1655475850538_METALLURGY AND MATERIAL SCIENCE.pptxSahalSachu
Corrosion is the gradual destruction of materials by chemical or electrochemical reaction with their environment. There are many types of corrosion including crevice corrosion, atmospheric corrosion, pitting corrosion, stress corrosion cracking, hydrogen corrosion, erosion corrosion, and microbial corrosion. Selective leaching refers to the selective removal of one element from an alloy by corrosion processes. An example is dezincification of brass where zinc is selectively removed, leaving a porous copper-rich structure. Stress corrosion cracking results from the combined action of an applied tensile stress and a corrosive environment. Hydrogen corrosion is a type of corrosion caused by hydrogen that can lead to hydrogen embrittlement of metals like steel. Microbial corrosion involves microorganisms acceler
Corrosion of steel reinforcement in concrete is an electrochemical process that occurs when water and oxygen reach the steel. It results in rust formation that expands and cracks the concrete. Chlorides are a major cause as they penetrate the protective oxide layer on the steel. Methods to prevent corrosion include coating the rebars, using fly ash or silica fume in concrete to reduce permeability, cathodic protection through sacrificial or impressed current anodes, and barrier coatings on structures. Thermally sprayed zinc and aluminum coatings provide both barrier and sacrificial protection of steel.
IRJET-Review of Marine Environmental Corrosion and Application of an Anti-Cor...IRJET Journal
This document discusses corrosion of ship hulls and methods to prevent corrosion through protective coatings. It provides background on corrosion processes and types, including uniform corrosion and localized corrosion like pitting and crevice corrosion. Different zones of a ship are discussed in relation to corrosion risk and appropriate paint types. Various international standards for marine paints are also outlined. The conclusion emphasizes the importance of using a primer coat and high-quality filler and paint, as well as the potential for sampling inspection plans to improve coating quality and monitoring on ship hulls.
Similar to UNDERSTANDING AND MITIGATING DOWNHOLE CORROSION AND WEAR FAILURES (20)
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Industrial Tech SW: Category Renewal and CreationChristian Dahlen
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UNDERSTANDING AND MITIGATING DOWNHOLE CORROSION AND WEAR FAILURES
1. SOUTHWESTERN PETROLEUM SHORT COURSE - 2016 35
UNDERSTANDING AND MITIGATING DOWNHOLE
CORROSION AND WEAR FAILURES
Rob Davis
Michael Naguib
Bill Snider
Western Falcon Energy Services
ABSTRACT
A discussion on different types of corrosion and wear (and their associated mechanisms) followed by an overview of
commercially available mitigation techniques, including their practical downhole applications are the focal points of
this paper. Commonly accepted practices and myths about downhole corrosion and wear mechanisms, and the
importance of using preferred life extension procedures and products to maximize the Mean Time Between Failures
(MTBF) by solving the root cause(s) of downhole failures are also included. Available techniques used to determine
root causes for downhole failures will also be reviewed. Finally, this paper includes an overview of some useful
material selection guidelines for metallic and nonmetallic materials, chemical treatments, mechanical methods,
liners and coatings that are currently used downhole, focusing on the advantages and limitations of each approach.
The primary objective of this paper is to assist subsurface, completion, production, artificial lift and enhanced
recovery engineers in understanding and avoiding expensive downhole corrosion and wear failures cost effectively.
INTRODUCTION
Many different products and practices currently exist to fight downhole corrosion and wear. Initially a short
overview of the more commonly encountered types of corrosion and wear in well completions is required.
Simultaneously, a variety of misconceptions about downhole corrosion and wear will be discussed. In a low oil
price market, it is imperative that engineers install the right solution to their downhole failure problems on the very
first try. The cost of arbitrary field trials and poor decision-making without accurate pertinent data is too high to
justify making the same mistakes over and over again. It is not the intent of this paper to serve as a complete text
covering all of the possible causes of downhole failures; however, it is intended to act as a guide to help subsurface
engineers avoid deterioration of downhole components through the use of proper material selection and completion
design. This paper can help frame discussions about true root cause failure analysis and optimize the evaluation of
various new and old solutions to downhole failures for lease operators.
DOWNHOLE CORROSION
Raw metal ore minerals are mined and processed with great amounts of energy to produce the metal components
used downhole. Taking them to this higher energy state renders them relatively unstable and wanting to react with
anions to form metal oxides or salts (a.k.a. corrosion products) to reach a more stable state. Therefore, corrosion of
metals downhole is inevitable and proper material selection is very important.
Corrosion is an electrochemical process that can cause general attack, localized pitting, embrittlement and cracking
of materials. Currently, engineers can more accurately predict general types of corrosion and with much less
accuracy predict when and where localized forms of corrosion will occur in oil and gas service environments. When
metals corrode, a layer of corrosion product forms on the anode surface that commonly slows down (passivates)
further corrosion from occurring at that spot by acting as a barrier to hinder additional corroding agents from
contacting the metal surface. Note that corrosion is not a static process where the anode and cathode stay in one
2. SOUTHWESTERN PETROLEUM SHORT COURSE - 2016 36
place; in fact, they commonly move and relocate over time. Below is an abridged list of common downhole
corrosion types with a brief description of each:
• CO2 Corrosion – Carbon dioxide dissolves in water lowering the pH and creating carbonic acid that reacts
with the iron in steel to form iron carbonate. Depending on many different influential properties of the
service environment, CO2 can cause both localized and general corrosion of downhole components.
Elevated velocity (particularly in the presence of H2S also) can cause removal of the protective iron
carbonate film accelerating CO2 corrosion downhole in a phenomena known as Flow Induced Localized
Corrosion (FILC). It is common to see this type of localized attack on the OD of sucker rod couplings in
Sucker Rod Pumped (SRP) wells producing large volumes of fluid where fluid velocities increase (at the
couplings compared to the rod body). Because the cross-sectional area between the rod boxes and tubing ID
is smaller, the local fluid velocity increases. Common practices used to prevent FILC on the sucker rod
couplings are using tenacious filming amine corrosion inhibitors and/or Spray Metal (SM) sucker rod
couplings, that are covered with a nickel based corrosion resistant metal. Velocity induced CO2 corrosion
is also addressed in API RP 14E that suggests maximum velocities for steel tubulars in sweet gas wells.
• H2S Corrosion – Hydrogen Sulfide is an aggressive water-soluble pitting agent that can also induce
cracking in many alloys. General weight-loss corrosion from H2S is usually not a common concern in oil
and gas production environments. Catastrophic failure from Sulfide Stress Cracking (SSC) and small deep
localized pits (especially in high chloride environments) are the most common failures seen in downhole
components exposed to sour fluids. Higher strength materials are more susceptible to SSC. Since hardness
is a direct indicator of material strength, one of the most commonly accepted criteria for resistance of
carbon and low alloy steels to SSC is to maintain hardness levels below Rockwell C Hardness (HRC) 22.
• Chloride Corrosion – Chlorides can cause both pitting corrosion and cracking in downhole components.
The iron chloride that forms from the reaction of steel in saline environments is unstable and readily
dissolves causing an autocatalytic process that can be as much as 100 times faster than uniform corrosion.
Crevice corrosion, a type of localized attack in confined spaces, is also common in environments with high
chloride concentrations.
• Oxygen Corrosion – Oxygen can act as both an oxidizer and cathodic depolarizer accelerating the reaction
at both the anode and cathode of the corrosion cell causing rapid weight-loss corrosion. One example of
this is when the packing of a stuffing box on a SRP well leaks during the down stroke introducing air into
the top of the production string. Unaddressed, this simply repaired problem can cause very fast
deterioration of the wellhead and top of the tubing string. Removing dissolved oxygen from injected water
and using oxygen scavengers in packer fluids are common practices used to prevent oxygen corrosion
downhole.
• Microbiologically Influenced Corrosion (MIC) – Naturally occurring (in downhole reservoirs and on the
surface) bacteria such as Sulfate-Reducing Bacteria (SRB) and Acid Producing Bacteria (APB) are sessile
organisms that form biofilm colonies on the surface of downhole components (commonly in areas of lower
velocity). The metabolism of SRB produces H2S by reducing sulfates and APB produce low molecular
weight organic acids (such as acetic or formic acid), which collect under the biomass and form pits rapidly
corroding steel and other alloys. Their round shape together with the presence of smaller round pits
contained within larger round bottom pits often distinguish pits caused by MIC. This form of localized
pitting is very difficult to predict and effectively treat. If the bactericide used to eradicate bacteria from the
well fluid does not destroy the bacteria, they can become temporarily dormant by forming spores and then
flourish again once the environment is conducive to their growth.
• Galvanic Corrosion – Whenever two dissimilar metals are electrically coupled in an electrolyte, one will
preferentially corrode to protect the other one generating a DC voltage. This reaction is used to protect
tanks and pipelines by connecting sacrificial aluminum or magnesium anodes to the steel structure, in a
process known as cathodic protection. The anode preferentially corrodes to protect the steel structure from
corrosion. This same electrochemical process can be detrimental and cause premature accelerated failure.
When a nickel (more noble metal on the galvanic series) plated packer is scratched during installation,
exposing a larger surface area of nickel to a small surface area of the less noble carbon steel structure under
the nickel plating, the steel is rapidly degraded at the scratch. The significant difference in anode and
cathode surface areas in this example correlates to a large current density at the steel anode resulting in
very high corrosion rates. In highly corrosive well environments, N-80 couplings also preferentially
3. SOUTHWESTERN PETROLEUM SHORT COURSE - 2016 37
corrode when connected to J-55 tubing. This is thought to be caused by the less corrosion resistant
quenched and tempered microstructure of N-80 steel compared to the as-rolled microstructure of J-55.
COMMON MISCONCEPTION 1: Historically, classification of defects found during inspection of downhole
tubulars is accurately divided into internal and external defects; however, the defects are often inaccurately
classified as “pitting” or “wear” based on the shape of the defect. The electromagnetic and ultrasonic instruments
used to inspect tubing and sucker rods are designed to look for defects with different geometric shapes. For
example, an instrument designed to find sharply contrasting defects, like pits, commonly will not accurately detect
gradual wall loss like uniform corrosion and vice versa. Most nondestructive inspection equipment employs
multiple instruments and techniques to grade used tubing or sucker rods so defects of many commonly encountered
shapes and sizes can be located. In fact, a defect classified as “pitting” could be a missing rolled-in slug in seamless
tubing that occurred during its manufacturing process; and, a defect classified as “wear” may be general corrosion
caused by a combination of low pH water and CO2. Caution should be taken when using tubular inspection data
descriptions to determine what mechanism (wear, corrosion pitting, and/or other) caused the defect in tubing, to
avoid inadvertently using sucker rod guides or spray metal sucker rod couplings to solve a general corrosion
problem. It is important to note that the accuracy of electromagnetic and ultrasonic inspection of oil country
tubulars is highly dependent on the equipment used, proficiency and attentiveness of the operator, proper calibration,
and proper prove up of defects. In many cases, a combination of both electromagnetic nondestructive testing and
API pressure testing is warranted before rerunning used tubulars downhole.
COMMON MISCONCEPTION 2: While it is very common to successfully use J-55 tubing in shallow sour wells,
no hardness testing and very limited metal chemistry controls (only sulfur and phosphorus) are required for tubing to
meet J-55, N-80 and P-110 requirements. It is well known that API 5CT N-80 tubing is not acceptable for sour
service but L-80 tubulars are. API specification 5CT requires hardness testing and controls six different chemical
elements for tubing to meet L-80 requirements. It is not uncommon that an occasional joint of tubing that meets all
necessary requirements for API J-55 fails from SSC in a sour SRP well. Further testing (beyond current API 5CT
requirements) and more strictly controlled manufacturing practices would be required to minimize SSC failures in J-
55 tubing.
COMMON MISCONCEPTION 3: It is commonly thought that produced waters with higher chloride concentrations
are more corrosive to mild steel components used downhole. In fact, extremely saturated salt water (over 25%
sodium chloride) in room temperature water exhibits a corrosion rate on steel of less than 0.4 mm/year (16
mils/year). The corrosion rate actually peaks around 1.8 mm/year (71 mils per year) at a concentration of
approximately 3% sodium chloride. This data only considers sodium chloride alone dissolved in water at ambient
temperature. Factors such as pH, velocity, temperature, and the presence of other chemicals (such as H2S) can
drastically alter the measured corrosion rates in fluids containing different chloride levels. In fact, production
environments containing chlorides together with both CO2 and H2S present one of the most difficult problems for
proper downhole materials selection.
DOWNHOLE WEAR
The various types of corrosion encountered downhole are more commonly discussed, understood and accepted in
the oil and gas industry. However, it is also common to discuss how “wear resistant” or “abrasion resistant” a
product or material is (in absolute terms) and how it compares to other products/materials. It is also easy to find
standardized wear test data that can substantiate both sides of contradictory claims that one material is more “wear
resistant” than another. Before comparing materials and test data, it is very important to understand the types of
wear experienced in the downhole situation under investigation and to choose a test that produces representative
data for each proposed type of solution.
Introduction of moving components downhole, like those in artificial lift systems, is commonly the cause of
premature wear induced failures.
COMMON MISCONCEPTION 4: Historically, abrasion test data comparing abrasive wheels under load on a
polymer slab at room temperature in a dry environment (TABER®
Abrasion) was used to represent how effectively a
product may perform to stop rod on tubing wear downhole. Is this really representative? The properties of a
polymer vary dramatically with varying temperature, pressure, and service environment compositions (aqueous,
4. SOUTHWESTERN PETROLEUM SHORT COURSE - 2016 38
aqueous/oil/gas, etc.…). For example, a given side load at the top of the well (lower temperature) may be
acceptable (below the modulus of a polymer rod guide or liner) but exceed the compressive strength and modulus of
the same material just ten joints deeper in the same well. It is no longer acceptable for a product manufacturer to
pick and choose wear test data that makes their product appear “wear resistant” while ignoring other types of wear
tests that show the weaknesses of the product to abrasive conditions. It is also unacceptable to perform
unrepresentative or misleading standardized tests just to generate comparative data on different products because it
can result in misapplication of materials. In fact, if different materials fail by different mechanisms under the same
operating conditions, then the use of a single test may lead to the wrong decisions when selecting the proper
solutions for a wear problem. For example, a thin coating layer may provide improved resistance to abrasive wear
but not have enough elasticity, thickness, adhesive strength, or impact resistance to maintain adhesion to the tubing
or sucker rod it is applied on; thereby, failing by a different mechanism or combination of mechanisms in a short
time period. A holistic understanding of material properties and review of all relevant test data is required to make
difficult proper material selections in a downhole environment.
Although wear is primarily a mechanical process, there are many different types of wear. In any system where wear
occurs, the following are required: contacting materials, geometrical parameters (size, shape, roughness, etc.),
relative motion, loading, environment, and lubrication. Below is a list of common types of wear with a brief
description of each:
• Abrasive Wear – Abrasive wear is defined as “wear in which hard asperities on one body penetrate the
surface of a softer body and ‘dig’ material from the softer surface, leaving a depression or groove.”
Examples of abrasive wear are gouging, grinding, scratching, and polishing. It can be limited to the two
bodies in the definition that move relative to each other or it can include a third body or asperity such as
sand in between a reciprocating sucker rod and stationary tubing ID.
• Adhesive Wear - Adhesive wear occurs when multiple surfaces maintain frictional contact causing
microscopic welding at the interface resulting in unwanted displacement and attachment of wear debris.
Examples of adhesive wear are galling and scuffing which can commonly be prevented by using a
lubricant.
• Erosive Wear – Erosive wear is characterized by the direct impingement of solid particles, liquids or gas on
a solid surface. The impacting particles commonly remove material from the solid surface by repeated
deformation and cutting actions. Examples of erosive wear are blasting of a steel panel with an abrasive
suspended under air pressure and erosive turbulent cavitation of previously dissolved CO2 bubbles breaking
out of solution because of an abrupt change in diameter, velocity, and pressure at a crossover sub in a
tapered production string.
• Fretting Wear - Fretting wear is a process that occurs at the contact between two materials under cyclical
load and subject to minute relative motion by some force, like vibration, that forms micropits by removing
material from one or both surfaces of the materials.
• Corrosive Wear – Corrosive wear is defined as the degradation of materials in which both corrosion and
wear mechanisms are involved. The combined effects of wear and corrosion can result in material losses
that are much greater than the additive effects of each process alone. The passive film (corrosion product)
that typically hinders a corrosion reaction from proceeding is removed by wear in a cyclically repeating
process causing rapid failures in some cases. One example of corrosive wear is the removal of corrosion
products on a sucker rod coupling and/or tubing ID surface by a moving rod allowing the exposed fresh
metal to rapidly react with corrosive produced fluids forming a new corrosion product film which is
repetitively removed. Tubing failures as fast as a few weeks have been reported by this phenomenon.
• Interfacial Wear – Interfacial wear is a degradation specific to plastic materials involving adhesive forces
and an increase in temperature from frictional energy dissipation at the interface of a sliding polymer
against a hard counterface. The thermal energy released from friction can change the properties of the
plastic surface by softening, deforming or even melting the plastic. One example of this is rapid
degradation of a sucker rod guide on the ID of downhole tubing at temperatures near or above the Vicat
softening point (not recommended) of the sucker rod material.
COMMON MISCONCEPTION 5: When a root cause failure analysis is conducted, it is common to focus on
attempting to find one individual mechanism or culprit that caused the failure and address that single concern.
Usually downhole failures are caused by multiple corrosion and/or wear processes working together. If a failure is
5. SOUTHWESTERN PETROLEUM SHORT COURSE - 2016 39
caused by a combination of both rod on tubing wear and corrosion, then failures can happen in a very short time
span (as in several weeks); whereas, if only wear or corrosion alone cause the failure it may take several years. The
synergistic cyclical removal of the passive corrosion products by the moving rods followed by immediate corrosion
of the tubing and rods by the production fluids yields a failure that looks like rod on tubing wear because it only
occurs where the rods are wiping away the protective corrosion product. When these rapid failures occur, solving
the wear or the corrosion problem alone generally results in unacceptable increases in well run times.
PRACTICAL APPLICATIONS
While it is scientifically interesting and very important to better understand what actually caused a downhole failure,
it is more common that engineers lack the details and necessary well data to draw a likely conclusion on the root
cause(s) of a failure. After all, the goal is to avoid failures altogether or at least prolong them from occurring as long
as practical.
Common practices and products used to mitigate downhole tubular corrosion include:
• Metallurgy – One of the most effective ways to stop downhole corrosion is through proper material
selection based on the operating environment. This is not always cost-effective or time critical; therefore,
subsurface engineers are often creative and use other products to protect carbon and low alloy steels
(cheaper alloys) to combine the best of both worlds. One example of a metallurgical solution downhole is
chrome plating the ID of a downhole pump barrel to protect it from CO2 corrosion.
• Chemical Treatment - Corrosion inhibitors are one of the most common methods used today to control
downhole corrosion. It is very important to understand the type(s) of corrosion causing downhole failures
before applying a chemical treatment program. Many different chemicals are used to combat downhole
corrosion including oxygen scavengers, filming amines, bactericides, and H2S scavengers. The chemicals
must be compatible with other treatment chemicals and the fluids they are treating. Filming amine
inhibitors are commonly deployed using continuous and/or intermittent or “batch” treating. Batch treating
is very dependent on the film persistency of the inhibitor being used and the ability to distribute the
chemical everywhere in the wellbore that requires protection from corrosion. Many of these chemicals
have a film persistency that is measured in hours or days, but the frequency of treatments does not occur
often enough to maintain continuous integrity of the downhole components requiring protection. For this
reason, when practical, many operators prefer the use of continuous chemical treatment. Some corrosion
inhibitors can also cause irreparable formation damage if they enter the reservoir. Reliable and inexpensive
tests are recommended (and available from independent testing labs) to evaluate the efficacy of one
chemical treatment compared to others before using the chemicals in the field.
• Organic Coatings – Internal Plastic Coatings (IPC) have been used in downhole tubulars since the 1940s.
Many of them still use a phenolic-based primer system and thermoset topcoats. The main weaknesses of
the thermoset coating system are that they are too thin, brittle and far too easily damaged during handling,
installation and any intrusive wellbore work such as wireline or coiled tubing intervention. In order for a
coating to achieve the adhesion required in harsh downhole environments, the coating must be consistently
applied inside of small diameter 30 to 45 foot-long tubulars over a completely dry, oil-free, dirt and
abrasive-free, white-metal blasted surface in which all corrosion products and mill scale are removed.
Even when properly applied, the new lower temperature and more ductile thermoset “abrasion resistant”
epoxy coatings have a maximum elongation of less than 10% before they fail. The impact resistance of the
new coating materials (properly applied) is typically near 200 inch-pounds of indirect force (on the OD of
the tubing) and below 170 inch-pounds of force directly on the coating. A single joint of 2 7/8-inch tubing
weighs over 200 pounds meaning it can only fall approximately one inch and still damage a properly
applied coating. Most rig crews do not handle completion tubulars with enough care and restraint to stay
within these limits. It is also unrealistic to think that rods buckling under compression and falling wireline
tools can consistently stay below these thresholds.
• Thermoset Pipe, Sucker Rods and Tubing Liners – Glass Reinforced Epoxy (GRE) is commonly referred to
as “fiberglass” and used to make corrosion resistant tubing, sucker rods and internal tubular liners for use
downhole. Of these, GRE sucker rods are the newest products and have gained the greatest market
acceptance. GRE pipe and liners require special handling and installation procedures, and have limited
hanging depth (due to temperature limits, strength of the pipe and the added weight of the cement used
6. SOUTHWESTERN PETROLEUM SHORT COURSE - 2016 40
behind the liner). While GRE lined tubulars have become the most commonly used tubular protection
products in CO2 and Water-Alternating-Gas (WAG) injection wells, they are far too brittle and easily
damaged to use in a production well with moving sucker rods. They also require more costly semi-
premium or premium connections and/or the use of costly elastomeric inserts that require periodic
replacement when the tubing is pulled and rerun. It is very important to keep GRE from exposure to any
significant compressive load or it can fail rapidly and catastrophically.
• Thermoplastic Liners (TPL) – TPL downhole tubing products have been used for less than 25 years but
have already successfully protected tubing in over 70,000 wells. The four commercially available TPL
liner materials cause an ID restriction similar to GRE liners and are each limited by temperature, with the
newest liner capable of operating in wells up to 500°F (260°C). Each thermoplastic material is sensitive to
temperature and the maximum temperature limit should not be exceeded or the liner will likely fail. TPL
products do not require cleaning of the tubing before installation and High Density Polyethylene (HDPE)
liners can even be installed in used tubing to lower completion costs. Unlike GRE liners and IPC, there are
no restrictions on wireline speeds in TPL tubulars.
COMMON MISCONCEPTION 6: Using different filming corrosion inhibitors, changing treatment methods and/or
chemical manufacturers is not an effective way to solve downhole rod on tubing wear failures. If the friction of the
rods on the tubing is capable of removing the passive film that is chemically bonded to the iron in the steel, it will
even more easily wipe away any filming amine treatment chemical.
Common practices and products used to mitigate downhole wear (emphasizing rod on tubing wear) include:
• Sucker Rod Guides – The most common products used to stop rod on tubing wear today are molded rod
guides made of different thermoplastic materials. By their very nature, rod guides are “sacrificial” but can
successfully extend the time to failure of the well up to the service life of the downhole pump in some
cases. Stiffer materials and/or more guides per rod are used in areas with higher side loads and/or
temperatures. The geometric design of a rod guide yields its wear volume, and is important in determining
how long it will last before failing. Sucker rod guides increase the friction of the rods on the tubing ID
(thereby increasing the peak polish rod load) and increase the load on the sucker rod string reducing its
fatigue life. Rod guides offer no corrosion protection to either the rods or the tubing.
• Rod Rotators – Sucker rod rotators are used to rotate the sucker rod string and distribute the wear on the
sucker rod around its circumference instead of all on one side.
• Tubing Rotators – Tubing rotators are used to rotate the tubing and distribute rod wear around the
circumference of the tubing ID. Some operators avoid using tubing rotators because they have caused
significant enough tubing ID loss to drop the production string in the well requiring expensive tubing
fishing workovers.
• Tubing Anchors – Tubing anchors are used to put tension on the production tubing string and keep the
tubing from moving within the wellbore damaging both the tubing OD and casing ID. Tubing anchors also
help increase the efficiency of rod pumped wells by decreasing movement of the pump barrel relative to the
rod string.
• Spray Metal Sucker Rod Couplings – SM sucker rod couplings have a very hard corrosion resistant nickel,
chrome, boron and silicon based alloy metal powder melted and applied on the OD of API sucker rod
couplings. Some operators avoid using SM couplings on rod strings inside of bare tubing because they can
cause accelerated wear on the softer tubing, turning a workover for a rod failure into a more expensive
workover for a tubing failure. However, some operators have used SM rod couplings inside of TPL tubing
because they are more corrosion resistant and less likely to develop corrosion related sharp edges, which
can damage thermoplastic liners that protect the tubing ID.
• Roller Sucker Rod Guides – Roller guides have extended run times in wells with lower side loads. The
main issue some operators have seen with roller guides is that they can come apart when the wheel axles
break due to high loads, wear and/or corrosion. In some cases, the broken roller guides require fishing jobs
to remove them from the wellbore.
• Continuous Sucker Rod Strings – Continuous sucker rod strings come in both oval (elliptical) and round
cross-sectional shapes but do not require couplings except at the top and bottom of the string. Several
different alloys and strengths of continuous sucker rod are available. Some strings are tapered in diameter
and others are continuous in diameter. A special workover unit is required to run and pull continuous
7. SOUTHWESTERN PETROLEUM SHORT COURSE - 2016 41
sucker rod strings. Continuous sucker rods are designed to disperse rod side loads along the length of the
rod and more evenly distribute the rod on tubing side loads along the tubing ID and a larger surface area of
the rod.
• Coatings – Various types of internal tubular coatings and surface treatments have been marketed for their
ability to prevent rod on tubing wear. Metal coatings and surface treatments, organic coatings with special
fillers, ceramic coatings, and even coatings that claim to mimic the properties of diamonds have been used.
All of these products are very thin, easily damaged during installation or in-service and some are brittle.
Depending on the severity of the application and the product used, a wide variation of successes and
failures have been reported using these products to extend the time before the rod string or tubing still fails.
• Thermoplastic Liners – TPL tubing has proven to be the longest runtime solution in many wells with
reciprocating or rotating rods. Some proprietary TPL products include a lubricant dispersed throughout the
liner that actually reduces the friction of sucker rods on the tubing ID by 30 to 45 percent. The HDPE liner
is also very elastic exhibiting an elongation of over 800% (at room temperature and even more at elevated
temperatures downhole) allowing it to act as a lubricated “buffer” stretching and sliding between moving
rods and stationary tubing to stop rod on tubing wear. The use of sucker rod guides in TPL tubing is NOT
recommended because it can cause premature interfacial wear failures of both the rod guides and
thermoplastic liner.
In SRP wells, moving rods create a unique challenge with rod and tubing wear that historically has been viewed as a
problem that we must accept but attempt to find ways to buy time against. If a thin (low wear volume) lubricious
coating (inorganic, nano, organic, metallic, surface treatment, etc.) that is harder (meant to protect one of the two
components from the other) or softer (intended as a temporary sacrificial barrier to extend the inevitable same failure
from occurring) is applied to the rods, rod couplings, and/or tubing ID, it acts as a fixed wear pad that can increase
runtimes by varying amounts of time but does not solve the issue. The problem is that all of these products require a
strong adhesive bond to the metal substrate they are applied onto. That adhesion is reduced and ultimately
compromised by the service environment causing the coating to lose integrity. A newer innovative solution, TPL
tubing, was introduced in the 1990’s and takes advantage of the elasticity and lubricity of tenacious thermoplastic
materials, allowing the liner to uniquely behave as a dynamic buffer by absorbing the “wear” of the moving rods
against the stationary tubing. TPL tubing is the only product designed to protect the tubing ID and recognized on
both lists above to effectively control corrosion and wear that does not require adhesion to the rods or tubing. Under
downhole conditions, the thermoplastic material becomes very pliable but rigid, allowing it to move relative to both
the rod and tubing ID (it is mechanically held in place, NOT bonded or adhered to the tubing ID) without coming
apart. A proprietary lubricant is homogeneously distributed throughout the wall of the thermoplastic liner allowing
it to also significantly reduce the friction between the sucker rods and tubing. TPL tubing technology now allows
for the use of positive displacement pumps in deeper wells, lower energy consumption by the prime mover because
of the friction reduction, longer rod life by decreasing the load on the rod string, and complete corrosion protection
of the production tubing string (meaning workover costs are minimized to much less frequent rod workovers instead
of more costly tubing workovers).
While failures of downhole components are often caused by multiple types of corrosion and/or wear; similarly,
multiple forms of corrosion and/or wear mitigation are usually required to optimize well run times. For example, it
is not uncommon to use corrosion inhibitors and SM rod couplings on a combination fiberglass/steel rod string
inside of TPL tubing that is properly anchored to maximize pump efficiency and MTBF in a well moving high
volumes of corrosive fluids.
PROPER MATERIAL SELECTION
Product suppliers and lease operators must work closely together by sharing honest and useful information to make
the proper material selections for deployment of downhole components that will yield the longest MTBF. The more
a product supplier knows about the service environment the products will be utilized in, the better choices can be
made. It is also incumbent upon the supplier to know and share the relevant basic mechanical properties (modulus,
tensile strength, compressive strength, hardness, chemical resistance, etc.) of their products in the operating
environment. These material properties must be known after long term exposure (years) to the environment, not just
after short-term laboratory tests; or, it is probably not prudent to deploy the material in a downhole working
8. SOUTHWESTERN PETROLEUM SHORT COURSE - 2016 42
environment. It is also necessary for the lease operator to share potential treatment chemicals, stimulation fluids,
paraffin or scale remediation procedures, expected wellbore intervention work, etc. with the product supplier so that
the proper product can be used or otherwise susceptible products avoided in each well. Many misapplications of
products can be avoided through improved thorough communication between product suppliers and lease operators.
This statement can be properly interpreted to mean that there is never a “dumb question” when discussing
interactions of materials downhole. With the inherent inaccuracy and fluctuation in downhole measurements, it is
often unwise to “save money” and employ a lower cost product near the edge of its maximum allowable
recommended operating specifications. Always consult with a technical representative about potential ramifications
when considering using a product near its maximum allowable operating conditions.
Many years of study and downhole use have yielded a significant database on metallurgical materials, including
their weaknesses, in oil and gas production environments. Historically, nonmetallic products were unsuccessfully
deployed downhole without enough understanding of how the service environment would affect them over extended
periods of exposure. The industry is now collecting more data and even formulating custom polymer blends
designed specifically for the downhole environment allowing engineers to make the right materials selection
decisions necessary to achieve significantly better MTBF on downhole components.
CASE STUDY ONE – CONSORT, AB CANADA
In a western Canadian oilfield, the lease operator was suffering with repetitive tubing failures in corrosive
progressive cavity pumped wells. On average, the wells produce gas with 8% CO2, up to 1,600 BPD of fluid at
water cuts over 95%, the oil is low gravity (20 to 25 API) and the pumps operate at speeds up to 350 RPM. Many of
the wells are severely deviated or horizontal. The brine is quite corrosive given the high CO2 content in these wells.
Previous average failure time for the 23 wells studied in this field was less than 7 months using rod centralizers,
tubing anchors, and vibration dampers. Chemical inhibition was considered ineffective due to the high fluid
production volumes and implementation costs. The main contributors to these failures were corrosion and
mechanical stresses (including internal rod on tubing wear) on the tubing and sucker rods.
In 1998, the operator decided to try using tubing internally lined with proprietary HDPE liners to solve their
downhole tubular failures. In order to save on their completion cost, the operator elected to line their own green
band (up to 50% wall loss) inspected used tubing. The liner cost was below the replacement cost of the same new
bare steel tubing that was failing every 7 months; so, the total recompletion cost actually decreased because of the
reuse of used tubing that was previously scrapped.
While failures still occurred with the pumps, rods and other components, the average well failure frequency was
increased from 7 months to over 25 months. The initial projection was that the HDPE liners would begin to fail
after two to four years but that did not happen. One well was pulled in May, 2014 (after over 12 years of downhole
service) and evaluated after a tubing failure. The corrosive-wear based tubing failure occurred in a boronized joint
(in-service for less than 4 years) used immediately above the stator. All of the thermoplastic lined (TPL) joints were
still fit for service and could have been rerun in the same well after over 12 years in operation. TPL tubing was run
back into the well with a new high temperature PEEK thermoplastic lined joint replacing the failed boronized joint
above the pump.
The use of TPL tubing to solve the severe downhole tubular failure issues made this field much more economically
efficient to operate. Figures 1, 2, and 3 show the economic return for one well over a five-year time frame. The
input data used to generate these figures using a new proprietary downhole runtime economic model is listed in
Table 1. Even at an average oil price of 30 USD per BBL of oil and allowing for a pump related workover every 25
months, each TPL lined well yielded an additional 274,000 USD of revenue every 5 years (or approximately
650,000 USD over the 12 year run life in this well) to the operator in increased uptime and reduced workover costs
(NOT including energy savings or increased sucker rod fatigue life from reduced rod on tubing friction) at a base
cost of under 15,000 USD for the thermoplastic tubing liner. Ironically, the TPL tubing was still in reusable
condition after over 12 years of service. It is important to note that the key driver in the economic return figures is
accurately finding the product, or combination of products, that maintain the integrity of the completion assets (rods,
pumps, tubing, etc.) for the longest service life; because the cost of a single workover often more than offsets the
cumulative cost of the solutions. Significant focus is often put on the initial capital expenditure in attempting to
9. SOUTHWESTERN PETROLEUM SHORT COURSE - 2016 43
“save” perhaps 20, 50 or even 100 percent on the initial cost of the solution(s) instead of the actual return on
investment made to maximize the MTBF and maintain the integrity of downhole assets. In this example, the
solution was able to protect the used tubing for over 20 times the original service life (and still rendering it reusable)
of new tubing instead of simply extending the run time by 3 or 4 times and requiring replacement. The same
solution paid for itself five fold in just eight months of downhole service. The graphs in the attached figures make it
clear that optimizing the MTBF and solving the true root causes of downhole failures the first time were
economically the most profitable process for this operator.
CASE STUDY TWO – WOLFBONE WELL IN DELAWARE BASIN
After putting a well on SRP lift, an operator in the Delaware Basin of West Texas experienced repetitive tubing
failures from corrosive rod on tubing wear at a frequency of once every three months using rod guides in bare
tubing. The failures were concentrated in the bottom 2,500 feet of the well and the tubing above that depth appeared
to be in relatively better condition when the well was pulled to repair the frequent tubing leaks. Because of the
higher temperatures and side loads in this well, the operator installed 2,600 feet of UltratubeTM
lined tubing in the
bottom of the well immediately above the pump. The rod guides previously used in the bottom 2,600 feet of the
well were removed when the lined tubing was installed but still used above the internally TPL section of the
completion string. The well operated for over 26 months before requiring a workover to replace the pump.
Using an average oil price of $40 per barrel and the initial completion design, this well was clearly unprofitable
primarily because it averaged over $30,000 per month in workover expenses alone. However, at a total TPL cost of
less than $40,000, this individual well was able to drop over $400,000 of positive revenue (over $860,000 in revenue
improvement) to the bottom line in only 30 months (the current duration of service for the lined tubing in this still
operational well). The data used to calculate the economic returns for this well is included in Table 2 and the results
of the calculations are shown in Figures 4, 5 and 6.
CASE STUDY THREE – EAGLE FORD WELL IN SOUTH TEXAS
After putting a well on SRP lift, an operator in the Eagle Ford shale in South Texas suffered rod on tubing wear
failures every 12 months. Molded rod guides were successfully deployed in the well following the design criteria of
a proprietary software design model preferred by this operator to achieve the 12 month MTBF. A high strength
polyphenylene sulfide (PPS) based TPL was deployed into the bottom 2,000 feet of this well to replace the molded
guides in that section because the well experienced multiple failures at the bottom of the well. The TPL tubing
lasted for 22 months, the life of the pump in this particular well, and was rerun back into the same well. The well is
still producing at the time this paper was written, after 39 months.
The data used to generate the economic comparisons for this well shown in Figures 7, 8 and 9 is listed in Table 3 at
the end of this paper. After 39 months of operation this well has generated an additional $250,000 benefit at a total
cost of approximately $30,000 for the TPL. Because some rod on tubing wear was seen in the guided section above
the lined tubing, it is speculated that running perhaps as much as 3,000 feet of lined tubing (at an additional cost of
approximately $15,000) may be needed to avoid a potential premature tubing failure as the pump designs improve
and provide a longer MTBF.
CASE STUDY FOUR – AWALI FIELD IN BAHRAIN
The Awali field in Bahrain was experiencing downhole corrosive rod on tubing wear failures at an average
frequency of once every 140 days even using molded rod guides and tubing rotators. The produced fluids contained
5% CO2 and 200 ppm H2S. The production wells are slant wells (typical deviations of 45 degrees) from 1,800 to
2,500 feet deep and operate using SRP lift. The field was averaging one failure per calendar day and could not keep
up with the workovers. So many wells were waiting on repair that it took as much as 45 days to get a well back
online after it failed. The result of these compounding issues was that as many as 25% of the production wells were
down waiting on repair and limiting the field’s production capacity by that same 25%. In September of 2014, the
first production well in the Awali field was completed using TPL tubing. No tubing leaks or liner problems have
10. SOUTHWESTERN PETROLEUM SHORT COURSE - 2016 44
been reported after 17 months of service in the field. As of late February 2016, over 170 wells are operating with a
proprietary modified TPL tubing and the others are being recompleted with TPL tubulars when they go down.
The data used for the 17 month economic comparisons illustrated in Figures 10, 11, and 12 is listed in Table 4. The
incremental cost increase for the modified TPL in these wells is approximately $10,000 per well. In the 17 months
of service for this one well, the improved completion design has yielded a benefit of approximately $260,000.
Currently, the average annual benefit of the TPL is over $183,000 per well, which is over 18X the entire incremental
cost increase of the TPL. It should be noted that this well has not yet failed (pump still operational after 17 months)
and it is expected that the pump could fail at anytime thereby reducing the benefit by approximately $35,000 (the
estimated cost of a rod workover) at that time. The operator reports that due to the additional well uptime alone, the
same field is producing over 10,000 BPD more (from the same number of production and injection wells) than when
it first started using TPL tubing and currently averaging fewer than 8 failures per month (down from over 32).
These results have been realized by deploying TPL tubing in approximately one-third of the field’s producing wells
to date.
CONCLUSIONS
This paper has illustrated many different mechanisms that can cause downhole failures. Various products that can
avoid or prolong the same failures have also been reviewed. A few common misconceptions were included in an
effort to avoid confusing and misunderstood concepts that still linger in our industry. The case studies illustrate that
proper materials selection and implementation can yield significant economic advantages when operating a field
with corrosive fluids or under abrasive conditions. If the solutions in the first case study were priced at over 10
times more than the market cost, they still would have paid out in approximately two years. This is one example
exhibiting that just because one solution is significantly more costly (or even less costly as in this case), it may still
be the best product selection to solve expensive downhole failures if it yields much better field performance results.
BIBLIOGRAPHY
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11. SOUTHWESTERN PETROLEUM SHORT COURSE - 2016 45
17. Failure Analysis and Prevention, ASM Handbook Volume 11, ASM International, 2002
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ACKNOWLEDGEMENTS
The authors would like to graciously recognize their co-workers at Western Falcon Energy Services and our
customers for their help and contributions in making this paper possible.
12. SOUTHWESTERN PETROLEUM SHORT COURSE - 2016 46
Table 1 - CANADA
INPUTS FOR ECONOMIC MODEL IN WELL CASE STUDY ONE
Tubing Cost per Foot (USD) 6.00
Liner Cost per Foot (USD) 5.25
Oil Price per Barrel (USD) 30.00
Gas Price per MCF (USD) 2.10
Start Date 15-May-2002
Evaluation Period (Months) 60
Tubing String Depth (ft.) 2,800
Oil Production Rate (BPD) 40
Gas Production Rate (mcf/d) 4
Lifting Cost per Barrel (USD) 10.00
Average Annual Production Decline (Percent) 4
Previous Workover Frequency (Months) 7
Lost Production Days per Workover 5
Percent of Tubing String Replaced per Workover 20
New Workover Frequency for Pumps (Months) 25
Base Workover Cost (USD) 40,000.00
Table 2 - WOLFBONE
INPUTS FOR ECONOMIC MODEL IN WELL CASE STUDY TWO
Tubing Cost per Foot (USD) 5.00
Liner Cost per Foot (USD) 15.15
Oil Price per Barrel (USD) 40.00
Gas Price per MCF (USD) 2.10
Start Date 1-August-2013
Evaluation Period (Months) 30
Tubing String Depth (ft.) 12,000
Oil Production Rate (BPD) 50
Gas Production Rate (mcf/d) 90
Lifting Cost per Barrel (USD) 25.00
Average Annual Production Decline (Percent) 6
Previous Workover Frequency (Months) 3
Lost Production Days per Workover 3
Percent of Tubing String Replaced per Workover 15
New Workover Frequency for Pumps (Months) 26
Base Tubing Workover Cost (USD) 95,000.00
13. SOUTHWESTERN PETROLEUM SHORT COURSE - 2016 47
Table 3 – EAGLE FORD
INPUTS FOR ECONOMIC MODEL IN WELL CASE STUDY THREE
Tubing Cost per Foot (USD) 5.00
Liner Cost per Foot (USD) 15.15
Oil Price per Barrel (USD) 30.00
Gas Price per MCF (USD) 2.10
Start Date 1-December-2012
Evaluation Period (Months) 39
Tubing String Depth (ft.) 9,850
Oil Production Rate (BPD) 200
Gas Production Rate (mcf/d) 150
Lifting Cost per Barrel (USD) 13.00
Average Annual Production Decline (Percent) 5
Previous Workover Frequency (Months) 12
Lost Production Days per Workover 4
Percent of Tubing String Replaced per Workover 10
New Workover Frequency for Pumps (Months) 22
Base Tubing Workover Cost (USD) 90,000.00
Table 4 – BAHRAIN
INPUTS FOR ECONOMIC MODEL IN WELL CASE STUDY FOUR
Tubing Cost per Foot (USD) 5.00
Liner Cost per Foot (USD) 5.05
Oil Price per Barrel (USD) 30.00
Gas Price per MCF (USD) 2.10
Start Date 10-September-2014
Evaluation Period (Months) 17
Tubing String Depth (ft.) 2,000
Oil Production Rate (BPD) 45
Gas Production Rate (mcf/d) 150
Lifting Cost per Barrel (USD) 10.00
Average Annual Production Decline (Percent) 3
Previous Workover Frequency (Months) 5
Lost Production Days per Workover 40
Percent of Tubing String Replaced per Workover 25
New Workover Frequency for Pumps (Months) 25
Base Tubing Workover Cost (USD) 50,000.00
14. SOUTHWESTERN PETROLEUM SHORT COURSE - 2016 48
Figure 1 – Comparative Monthly Single Well Revenue Before and After Installation of TPL Tubing For
Case Study One
Figure 2 – Cumulative Single Well Revenue Averaging Just Under $55,000 of Incremental Gain (Over
3.5X the Total TPL Cost) Per Year over 5 Years, Before vs. After TPL Tubing Installation For Case Study
One
15. SOUTHWESTERN PETROLEUM SHORT COURSE - 2016 49
Figure 3 – Single Well Revenue Differential Over 5 Year Period After Installation of TPL Tubing Costing
Less Than $15,000 For Case Study One
Figure 4 – Comparative Monthly Single Well Revenue Before and After Installation of TPL Tubing For
Case Study Two
16. SOUTHWESTERN PETROLEUM SHORT COURSE - 2016 50
Figure 5 – Cumulative Single Well Revenue Averaging Just Under $350,000 of Incremental Gain Per
Year over 30 Months, Before vs. After TPL Tubing Installation For Case Study Two
Figure 6 – Single Well Revenue Differential Over 30 Month Period After Installation of TPL Tubing
Costing Less Than $26,000 For Case Study Two
17. SOUTHWESTERN PETROLEUM SHORT COURSE - 2016 51
Figure 7 – Comparative Monthly Single Well Revenue Before and After Installation of TPL Tubing For
Case Study Three
Figure 8 – Cumulative Single Well Revenue Averaging Approximately $77,000 of Incremental Gain Per
Year over 39 Months, Before vs. After TPL Tubing Installation For Case Study Three
18. SOUTHWESTERN PETROLEUM SHORT COURSE - 2016 52
Figure 9 – Single Well Revenue Differential Over 39 Month Period After Installation of TPL Tubing
Costing Approximately $30,000 For Case Study Three
Figure 10 – Comparative Monthly Single Well Revenue Before and After Installation of TPL Tubing For
Case Study Four
19. SOUTHWESTERN PETROLEUM SHORT COURSE - 2016 53
Figure 11 – Cumulative Single Well Revenue Averaging Over $183,000 of Incremental Gain Per Year
over 17 Months, Before vs. After TPL Tubing Installation For Case Study Four
Figure 12 – Single Well Revenue Differential Over 17 Month Period After Installation of TPL Tubing
Costing Approximately $10,000 For Case Study Four