Showing posts with label Heaters. Show all posts
Showing posts with label Heaters. Show all posts

Visual Inspection of Soot Blowers



Soot blowers can be a root cause for deterioration if they are not operating properly. Therefore, soot-blower parts should be inspected for proper alignment, position, and operability. If soot blowers are out of position or misaligned, the blower blast could impinge on tubes which will eventually cause tube failure due to erosion. Soot blowers can also be a source of liquid water that can promote dew point corrosion of tubes, casing and the blowers themselves. The shut-off valve to the blowers should be checked to ensure it does not leak while in service. Condensate can form in the system when the blower is out of service and if it leaks into the firebox can cause dew point corrosion.

The blower, supporting hangers, and brackets should be examined visually for soundness and for excessive thinning from oxidation. Soot blowers for the high-temperature part of the boiler are sometimes composed of high-chromium alloys that embrittle in service and so they should be handled/inspected appropriately to avoid fracture. Connection welds of supporting elements should be inspected for cracks. If the welds look cracked, a magnetic-particle inspection should be made. Packing glands and all operating parts of the rotating and retracting types of soot blowers should be examined for good working condition. Because of the potential difficulty of repacking soot blowers in service, repacking should be done during down periods if there is any evidence that repacking might be required.

Inspection of Stacks



An external visual inspection should be made of brick, concrete, and steel stacks for conditions that may weaken these structures. Field glasses will be helpful in making inspections of high stacks because they will enable any defects to be observed fairly well from the ground. Brick stacks should be inspected for cracks and for the condition of mortar joints to determine the effect of weathering. Concrete stacks should be inspected for cracks and spalling that may expose the steel reinforcement. Steel stacks should be inspected externally for the condition of painted surfaces, signs of oxidation, and thinning or perforation due to corrosion by acidic flue gases.

In many cases, cracks in brick and concrete stacks are a result of insufficient thickness of the internal insulation or to internal secondary combustion. These potential causes of cracks should be kept in mind when inspecting the interior of stacks.

The linings of all stacks should be inspected for cracks, wear, and structural soundness.

While stacks are in service, an external, infrared thermographic examination can be made that will show hot spots, which indicate failure of the internal liner.

When liquid fuels are burned, soot accumulates in the base of the stack and must be removed occasionally. During the internal inspection, the amount of soot and ash should be noted, and whether they need to be removed should be decided. The inside of steel stacks should be inspected for corrosion or cracking due to condensation of acidic flue gases. Areas at or adjacent to welds are most susceptible to stress corrosion cracking.

Steel stacks in heater and boiler services should be inspected and checked for wall thickness at time intervals that are warranted by experience. In addition to the thickness determination, a thorough hammer inspection should be made of the entire stack, with particular attention paid to the seams, adjacent areas, and areas adjoining any stiffening rings, lugs, nozzles, and the like, which may act as cooling fins to cause condensation of gases and localized corrosion. The minimum allowable thickness at which repairs will be made should be definitely established for such structures. One practice is to establish these thicknesses on the same basis as was used in the original design for the structure.

Bolts at the base flange and at elevated sections should be checked periodically for loosening and breakage. Elevated flanged connections that are installed for the purposes of field erection should be seal welded internally to prevent the escape of corrosive flue gases, which accelerate bolt failure. In the case of derrick-type flare stacks, the structure itself should be completely inspected. Careful attention should be given to the foundations and anchor bolts. Most derricks are assembled by welding or bolting. Bolts should be checked for looseness and corrosion. If looseness is found, the shank of the bolt should be checked for abrasion from the movement of structural members. The flare-stack roller guides and guide arms should be checked for alignment and operability and should be realigned or freed if necessary. Ladders, platforms, and all structural members should be checked for atmospheric corrosion to determine whether any section is approaching the minimum allowable thickness.

The guy lines to guyed steel stacks should be inspected visually for corrosion. The wire rope should be inspected for:

a.  Reduced diameter due to internal or external corrosion.
b.  Corroded or broken wires at end connections, especially at the deadman and the top of the stack, where moisture can be retained.
c.  Cracked, bent or worn end connections.
d. Worn/broken outside wires.
e.  Kinks, cuts or unstranding.

Electromagnetic inspection techniques based upon flux leakage principles are available for inspecting wire rope as well. These technologies involve a crawler capable of inspecting the length of wire for localized strand defects and general thinning of the wire cross-section. This allows for a quantitative assessment of the wire integrity. The stack painters’ trolley and cable should be inspected visually for corrosion or mechanical damage before being used and before being returned to storage. The condition of the connections at the top of the pulley and of the trolley ring and its connections to the stack should be determined carefully.


Lightning rods on stacks and their grounding cables should be inspected visually to see that they are secured and unbroken. The ground rod should be inspected visually to see that it is firmly attached to the cable and that it extends to a ground depth sufficient to provide an electrical resistance of not more than 25 ohms. This should be checked periodically, particularly in dry weather.

The ladders on steel, concrete, and brick stacks should be inspected visually for corrosion and should be tested physically by applying test weights in excess of those that may be imposed by the personnel using them.

The caps on radial brick and concrete stacks sometimes become damaged, causing loose brick to fall or the reinforcing steel to be exposed. Stack caps should be inspected visually so that any necessary repairs can be made, thereby eliminating a hazard from falling bricks and preventing damage to steel reinforcement.

Tube Supports - Steam/Methane-Reforming Heaters



Tube support methods vary in steam/methane-reforming heaters. Some designs require full support from the top. In these designs the pigtail may be below the tube and unable to take any load from the catalyst-filled tube. Counterweights are often used and may support two or more tubes. The lever or pulley system must work as designed. Interference from tube flange bolts, slipping of supports off tube flanges, and other similar problems have led to pigtail failures.

Inadequate support also allows tube bending, which puts a bending moment on a pigtail that exits the tube from the side, thus causing localized high stress at the fitting on the tube or the outlet headers.

Outlet headers grow, usually from a center anchor point. Bottom tube supports on short pigtailed tubes must allow movement of the tube bottom to minimize stress on the pigtail. If the tube is designed for bottom movement, the upper tube supports must allow the tube to move at the bottom end. To prevent a pigtail bending moment, the heater lining must not press on the tube. Loose bricks are often used to help close openings. The bricks must move freely if the tube presses on them.

If support springs are used, those that have been stretched should be replaced. A stretched spring cannot support a tube. When the tube is heated up after shutdown, the spring will no longer support it as designed.

Visual Inspection of Burners



Burners should be visually inspected to ensure proper operation once per shift. Conditions that need to be corrected include flame impingement on tubes and supports, abnormal flame dimensions and pattern, oil drippage, and smokey combustion. In addition, the burners should provide an even heat distribution. Poor firing from unbalanced burners can cause serious deterioration of the heating elements and setting. Defective burners that can not be repaired in service should be replaced so that they do not lead to premature failure of other components. Obtain the burner drawings from the burner vendor. The drawings will include the installation tolerances, tile diameter and tip drilling information.

Burner plugging problems sometimes can be solved by proper sizing of the fuel drum and demister pad, heat tracing the fuel gas delivery lines, and providing filters or coalescing systems. Regardless, deposits should be analyzed to determine if the source of the plugging can be identified and eliminated.

The following guidelines are general recommendations for maintenance outage inspection. Always consult the guidelines from the burner vendor.

a.    The burner tile is an air orifice. It controls the amount of air flow. Since it is extremely desirable to have even air flow to each burner, the tile dimensions are critical. Typical installation tolerance is ± 1/8 in. (0.32 cm) on the diameter as shown on the burner drawing. Measure the diameter in three to four locations. Most round tiles are installed as a slight oval shape. This will result in poor fuel-air mixing and a bad flame shape. Burner tiles should not be cracked or spalled. The use of a plywood template helps set the tiles in the proper diameter and concentricity. The burner tile must be centered on the gas tip to obtain uniform fuel air mixing. Typical installation tolerance is ± 1/8 in. (0.32 cm). Poor installations result in bad flames.

b.      Check the burner drawing for the number of tip drillings and the drill bit size of the port. Use drill bits to check the proper hole size and the proper included angle of the drillings. Do not mix parts from other burners. Be sure to install tips with high-temperature anti-seize compound.


c.       The installation tolerance on gas risers is typically ± 1/8 in. (0.32 cm) on horizontal spacing and ± 1/8 in. (0.32 cm) on vertical spacing. Bent gas risers can cause these dimensions to be wrong. A common problem is different lengths on the gas risers. Many burners are designed such that the gas jets intersect in the center of the burner. The tips usually have arrows or cutouts to aid in tip orientation. Welding rods can be a valuable check for alignment.

d.   Air dampers and registers should be checked for operability. Sticking air registers and dampers are a problem. Sometimes, dry graphite lubricant can improve air register operability. Penetrating oil, grease fittings and the addition of bearings to damper shafts can improve operability.

On-stream Inspection through Infrared Scanning



Infrared scanning provides a means to check the accuracy of tube skin thermocouples.  Furthermore, infrared thermal scanning of tubes helps fill the gaps created with the tubeskin thermocouples. Infrared scanning inspection can determine local tube metal temperatures in the areas not covered by the tube skin thermocouples. Generally, tube ruptures occur in very local areas of overheat. Infrared scanning has proven effective in identifying localized “hot spots” before they cause a failure. A periodic scan of heaters is common practice.  The inspection intervals should be shorter for furnaces with coking tendencies (such as crude, vacuum, heavy oil hydroprocessing and coker units), furnaces susceptible to fouling (such as dry point fouling in naptha hydrotreating unit), and steam methane reforming furnaces.  Longer intervals may be used for furnaces in non-coking and non-fouling susceptible services.  For furnaces that have frequent decoking activities (such as ethylene/olefin cracking units), a case-by-case evaluation is needed to determine how often infrared scanning should be performed to complement routine monitoring that typically uses a handheld pyrometer.

Personnel performing Infrared (IR) surveillance of heaters should be knowledgeable and appropriately trained and qualified per the owner users requirements for IR scanning (e.g. ASNT SNT-TC-1A, PCN Condition Monitoring or owner user standard/practice).  In addition, scanning personnel should be aware of the factors that may impact IR survey results such as flame environment, emissivity, infrared radiation and characteristics of different materials, infrared camera functions, and the limitations and accuracy of the method. When performing IR scanning, inspection personnel should review prior IR survey results, current heater operating status, Integrity Operating Window temperature limits, and any new operations or maintenance issues to ensure that all areas of concern are inspected. 

An external IR scan of the heater should include an assessment of heater casing and stack for refractory damage.  Internal IR scans of the firebox through each sight port should include an assessment of:

a)      viewable (i.e. radiant or convection) heater tubes for overall temperatures and hot spots,
b)      tube skin thermocouples,
c)      tube supports and refractory for spalled refractory or broken tube supports, and
d)     burner tiles and fuel gas tips for damage or plugging. 

IR surveys should be conducted on a scheduled interval based on Integrity Operating Windows, API 530/Omega design metal temperature(DMT) limits, unusual/poor operation or control, steam air decoking or when deemed necessary.  External and internal IR scan results that indicate significant temperature differences from previous or anticipate IR survey results should be evaluated.  The owner user should specify guidelines for acceptable temperature limits for each heater.  Results outside of owner user guidelines should be reported immediately.  Inspection reports should include documentation of IR camera settings used for the survey, drawings of heater tube locations and results, and images of all significant findings. 

Accuracy of infrared scanning can be influenced by the skill of the operator, the angle of incidence, the nature of the combustion products, flame patterns, and scale on the tubes.  The infrared operator ideally would be certified in infrared technology and have experience scanning heaters and boilers. The presence of flames can mask the tubes if the operator must scan through the flames. Another significant limitation is scale on the tubes. The temperature of scale on the tubes tends to be hotter than the tube since it may not be tightly bonded to the tube. During outages it can be beneficial to remove scale in areas to allow the operator to scan a “scale-free” area and compare to other scaled areas. This could allow better interpretation of results. Grit blasting stainless steel tubes has also been shown to improve the accuracy of infrared by mottling the surface enough to reduce reflectivity which artificially causes a higher temperature measurement.

External casing can be inspected on-stream both visually and using infrared. Visual examination can identify areas of distortion and holes. These can indicate hot areas of lost refractory and promote continued deterioration. A periodic infrared scan of the case is more effective than visual examination in identifying “hot spots”, holes, and cracks. Regular inspection of the firebox is critical for reliability. Inspection can identify poor flame pattern of improperly firing burners, fuel rich operation as evidenced by afterburning, and changes in appearance of tubes, supports, refractory, etc. These inspections help identify changes early. Any changes or problems can be addressed or analyzed to prevent further damage and deterioration from occurring.

Header boxes should be visually examined for evidence of process leaks. These could indicate a leaking plug header for those heaters with fittings or a leaking instrument connection like a a thermowell. If there is evidence of process leakage, understanding the cause should be investigated.

Tube skin thermocouples and infrared scanning have some limitations in reading temperatures accurately. The particular type of thermocouple should have a mid-range rating for the expected tube metal temperature for improved accuracy. Thermocouple wires can have the potential to drift with time at temperature and so they require recalibration or periodic replacement. Another significant problem is the attachment of the thermocouple to the tube. If it is poorly attached, the thermocouple can separate from the tube and begin reading firebox temperatures.