Construction-related failures in plumbing pipe

by brittney_cutler | April 22, 2022 2:47 pm

Photo 1: Localized scale loss due to erosion-corrosion, water flow right to left.

By Alan Humphreys PhD, PE, and Phillip Sharff, PE

Metal corrosion is an ever-present problem in the plumbing industry. Common piping materials such as copper, steel, and cast-iron are readily oxidized and thus undergo aqueous corrosion at a rate dependent on the corrosivity of the service environment.

When properly designed and installed, plumbing systems will provide many decades of problem-free service. Careful corrosion engineering management, including attention to details such as materials selection, fluid mechanics, water-chemistry control, protective coatings, cathodic protection, and suitable material corrosion allowance, should ensure these materials comfortably survive their design life. However, actions during the construction or renovation of a building can have unintended consequences that can dramatically reduce the service life of plumbing systems.

This article highlights some recent plumbing pipe failures caused by actions during construction or renovation and discusses methods to avoid such problems.

Photo 2: Pitting of internal pipe surface due to erosion-corrosion, water flow right to left.

Erosion-corrosion of copper pipe

Seamless copper tubing conforming to ASTM B88—Standard Specification for Seamless Copper Water Tube— has been the most common material for small-diameter domestic water plumbing systems. This is because of its ease of installation, corrosion resistance, and competitive cost.

Clean copper surfaces are reactive with water, but oxide layers quickly form, which passivates the surface and retards further reaction. In addition, minerals in water can form insoluble scales such as carbonates, nitrates, and sulfates on tube interiors. This scale acts as a protective film to the copper surface, resulting in passivation of the pipe and a negligible rate of corrosion. The scaling potential of a water source is readily predicted from its chemistry, using indices such as the Langelier Saturation Index.

Photo 3: Insulated vapor line and exposed line connected by adhesive tape.

Mineral scale in copper tubing is chemically stable and under normal plumbing conditions would be expected to remain as a protective layer for the service life of the system. However, scale is mechanically weak and vulnerable to damage by turbulence due to high-water velocity or cavitation. This results in a sharp increase in the local corrosion rate where the protective scale has been removed—a mechanism known as erosion-corrosion. Plumbing codes typically limit the velocity of water flow in copper tubing to 1.5 to 3 m (5 to 10 ft) per second to avoid erosion-corrosion, and a mechanical engineer will design a plumbing system using pipe diameters sufficient to respect these limits. Unfortunately, if renovation work is carried out on a building, the original plumbing design is not always available, and modifications to the plumbing system can possibly alter the flow rate.

Photo 4: A crack in a pipe at the location of adhesive.

For example, the authors’ company recently worked on a project at a residential apartment building experiencing leaks in the domestic water system. This multi-story building had a recirculating domestic hot water system to allow rapid on-demand hot water at all locations within the building. During a renovation project, it was necessary to change the location of the basement piping, so the return line of this recirculation loop was re-piped. Unfortunately, the plumber replaced this line with 12.7 mm (0.5 in.) diameter copper pipe, whereas the original pipe was 19 mm (0.75 in.) diameter. The diameter change reduced the cross-sectional area of the return line by 55 percent, more than doubling fluid velocity, at a constant flow demand.

As a result, leaks began to occur immediately downstream of bends in the pipe, which is where turbulence can be problematic at high fluid velocities. On sectioning the leaking pipe samples in their laboratory to inspect the interior condition, the authors’ company found the protective scale was eroded away at the leak location and observed horseshoe-shaped pits oriented in the direction of the water flow (Photos 1 and 2). This internal condition is typical of erosion-corrosion.

Photo 5: Scanning electron microscope image of the crack surface showing intergranular fracture.

The authors’ company advised the building owner to replace the 12.7 mm (0.5 in.) diameter return pipe with the original 19 mm (0.75 in.) size. This failure demonstrated it is unwise to conduct modifications to a plumbing system without engineering review.

Tensile stress and corrosive liquid can cause corrosion cracking of copper pipe

Copper is susceptible to a failure mechanism known as stress corrosion cracking, where a combination of tensile stress and corrosive liquid (e.g. ammonia) results in intergranular cracking of the copper microstructure. Flexible copper tubing is particularly susceptible to this mechanism. When flexible tubing coiled for packaging is uncoiled for installation, permanent stresses develop. If the tubing is exposed to a corrosive environment, premature failure due to stress corrosion cracking can occur.

Flexible copper tubing conforming to ASTM B280—Standard Specification for Seamless Copper Tube for Air Conditioning and Refrigeration Field Service—is used in HVAC systems for the transfer of a refrigerant, such as glycol, between a compressor and a heat exchanger. Although chilled copper lines typically develop an external corrosion patina due to condensation in a humid environment, no significant section loss occurs. However, copper tubing in a stressed state can fail if exposed to certain environments.

Photo 6: Internal corrosion products along a sprinkler pipe invert in back-pitched pipe.

The authors’ company was engaged in a project where HVAC lines in a newly built apartment complex had developed leaks. During the construction of this wood-framed building, an extreme weather event had resulted in the wetting of the building’s interior frame. In the subsequent months, mold grew on these wood surfaces, leading to the implementation of a mold-abatement program. The manufacturer’s literature indicated the mold abatement chemicals were compatible with copper, so there should have been no corrosion issues. However, when the HVAC units were activated upon completion of the building, multiple leaks were discovered.

The HVAC lines in this building consisted of an uninsulated liquid line, bundled with a foam-insulated vapor line, held together at regular intervals by adhesive tape (Photo 3). A laboratory analysis determined discrete cracks had formed in the uninsulated liquid line at locations where the tape was present (Photo 4). Metallographic and fractographic analysis confirmed the failure mechanism as stress corrosion cracking (Photo 5). The authors’ company conducted experiments to demonstrate how the exposure of the tape and foam insulation to the mold-remediation chemicals resulted in the production of ammonium ions, which generated ammonia.

Photo 7: Sprinkler pipe back-pitched to avoid an HVAC duct. The pipe was originally pitched to drain right to left.

The HVAC copper lines in the building were replaced. This failure demonstrated caution should be used in spraying chemicals in a building containing plumbing piping, even if the data sheets suggest the materials are compatible. Temporarily wrapping exposed piping prior to spraying chemicals would be a prudent approach.

Internal corrosion of steel sprinkler pipe

Wet fire suppression systems, consisting of steel piping conforming to ASTM A135—Standard Specification for Electric-Resistance-Welded Steel Pipe—are normally resistant to internal corrosion. This is because electrochemical corrosion reactions typically require oxygen, and dissolved oxygen in the water standing in sprinkler pipes is quickly consumed, and corrosion is suppressed. However, fire suppression piping exposed to potential freeze conditions requires the use of dry sprinkler systems, where the pipes are charged with compressed air rather than water.

Photo 8: Properly installed pipe insulation with taped seams and joints.

Whereas wet sprinkler systems are filled with water and contain a finite amount of dissolved oxygen, dry sprinkler systems, which often contain inadvertent small quantities of water, can rapidly corrode, as there is an infinite amount of oxygen available for the electrochemical reaction. Standing water can collect in dry systems from the condensation of humid compressed air or from the accumulation of residual water from the testing of the alarm system. To combat this, fire codes such as NFPA 13—Standard for the Installation of Sprinkler Systems—typically require dry sprinkler pipes to be sloped at a pitch of at least 6.3 mm (0.25 in.) per 3 m (10 ft) of pipe length towards a drain. An experienced mechanical contractor will know to install a properly pitched dry sprinkler system.

Photo 9: Mechanically damaged insulation on chilled water pipe.

The authors’ company investigated a project where significant internal corrosion of a dry sprinkler system developed after only three years of service (Photo 6, above). The sprinkler pipes were located in an unheated attic space, which also included ductwork for an HVAC system that was installed after the sprinkler pipes. When checking the sprinkler pipe pitch, they encountered local runs of pipe which were back-pitched, preventing water drainage and resulting in advanced corrosion. Upon further investigation, it was determined the HVAC contractor had altered the position and caused back-pitch of the sprinkler pipe at several locations, by adjusting pipe hangers or altering pipe position to accommodate duct installation (Photo 7).

The owner had the incorrectly pitched pipe adjusted and installed a nitrogen charging unit into the system. Nitrogen purges oxygen from pipes, thus preventing further corrosion. This is a good example of a contractor unwittingly affecting the performance of a system installed by another contractor with what appeared to be minor adjustments. Best practice is to make a final check of the sprinkler system after all components in the space are installed.

Corrosion under insulation (CUI) of steel chilled water pipe

Photo 10: Corrosion under insulation (CUI) on chilled water pipes.

Steel pipe in chilled water applications is susceptible to corrosion from surface condensation in a humid environment. Pipe insulation is used on chilled water pipe to minimize thermal transfer between the pipe and the ambient environment, and to inhibit condensation of water vapor on the pipe surface that can lead to accelerated corrosion of steel pipe—a mechanism known as corrosion under insulation (CUI).

To prevent CUI, pipe insulation is installed with a moisture retarding cover, and insulation joints and seams must be carefully sealed with approved tape to form a competent vapor barrier that inhibits the intrusion of moisture-laden air to the pipe surface. Correctly installed insulation with an intact vapor barrier will protect chilled water pipe from CUI for many years of service (Photo 8). Unfortunately, in their inspection of plumbing systems, the authors’ company frequently encounters pipe where the insulation vapor barrier has been compromised due to poor installation or damage from adjacent construction (Photo 9), resulting in failures from CUI (Photo 10).

Since plumbing pipe and other utilities are often installed in tight spaces, inadvertent damage during construction or renovations can occur. It is important that, when all construction is complete, insulated plumbing pipe is inspected to ensure the integrity of the insulation vapor barrier has not been compromised.


Properly designed and installed plumbing pipe should not experience significant corrosion for the anticipated service life of the system. However, actions during the construction or renovation of a building can alter the environment of these systems, resulting in unanticipated and costly corrosion problems. Any construction activities that could impact a plumbing system should be properly assessed to preclude premature corrosion failure.

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