Ultrasonic Thickness Measurement: Corrosion Monitoring Guide [2026]

How ultrasonic thickness measurement times a pulse's round trip to the back wall, and why trended readings drive remaining-life and inspection decisions.

Atlantis NDT · · NDT Methods

Ultrasonic Thickness Measurement: Complete Technical Guide & Implementation

Ultrasonic Thickness Measurement is a fundamental nondestructive examination technique used across industries for defect detection, material characterization, and asset integrity assessment. This comprehensive guide covers the physics principles, equipment requirements, procedures, advantages/limitations, industry applications, relevant standards, and practical FAQs.

Technique Overview: Physics and Principles

What is Ultrasonic Thickness Measurement?

UT thickness measurement is the most widely used NDT method in plant maintenance programs. By measuring round-trip time for an ultrasonic pulse to travel through material to the back wall and return, the technique calculates material thickness. Regular measurements establish baselines and trending data supporting remaining life assessments and optimal inspection frequency decisions.

How It Works: Physical Principles

The technique is based on fundamental physics principles that have been refined over decades of industrial application. Understanding these principles is essential for proper equipment selection, procedure development, and results interpretation.

Key Physics Concepts:

  • Wave Propagation: Electromagnetic or mechanical waves interact with material structure, boundaries, and discontinuities
  • Attenuation and Reflection: Signal strength changes as waves travel through material and encounter interfaces
  • Frequency Dependencies: Higher frequencies provide better spatial resolution but shorter penetration depth; lower frequencies provide greater penetration with reduced resolution
  • Material Properties: Conductivity, permeability, acoustic impedance, and density affect signal interaction and interpretation
  • Signal-to-Noise Ratio: Distinguishing true defect indications from background noise is critical for reliable defect detection
  • Sensitivity and Specificity: Balancing detection of all relevant defects while minimizing false positives and false negatives

Equipment Required: Components and Costs

Core Equipment Package

A complete inspection system includes multiple components, each serving specific functions:

Primary Instrument/Pulser-Receiver:

  • Function: Generates excitation signals and processes received/reflected signals
  • Cost: cost varies by specification+ depending on sophistication, features, and number of channels
  • Options: Portable field units, benchtop laboratory systems, automated scanning systems
  • Key Features: Adjustable frequency, gain, pulse width, filtering, data storage, reporting capabilities

Probes/Transducers/Sensors:

  • Function: Generate signals and receive reflected energy; frequency and design vary by application
  • Cost: a modest cost per probe depending on type and frequency
  • Typical Requirements: 3-5 different probes needed for comprehensive capability across frequency range and applications
  • Factors: Element size, frequency, beam geometry, couplant compatibility, durability

Couplant and Application Materials:

  • Function: Provides acoustic/electromagnetic pathway between equipment and component surface
  • Cost: a modest cost per inspection depending on surface area and couplant type
  • Types: Water-based gels, oils, adhesive pastes, water-soluble compounds
  • Selection: Must be compatible with material, surface condition, temperature, and equipment

Reference Standards and Calibration Blocks:

  • Function: Verify equipment sensitivity and establish baseline for defect detection
  • Cost: a modest cost per set of reference blocks
  • Critical: Must be traceable to standards and document calibration history
  • Maintenance: Regular verification (typically annually) and re-certification as needed

Associated Hardware and Software:

  • Cables and Connectors: a modest cost (replacement as needed)
  • Data Acquisition System: Integrated in modern instruments; enables digital storage and automated reporting
  • Analysis/Reporting Software: cost varies by specification+ for advanced features; trending, defect sizing, statistical analysis
  • Calibration Services: a modest cost annually per instrument

Total Equipment Investment

Basic Entry-Level Setup: cost varies by specification (one portable unit, 2-3 probes, reference blocks, couplant)

Professional Inspection Setup: cost varies by specification (portable unit, 5+ probes for multiple frequencies/applications, multiple reference standards, advanced software)

Automated/Production Setup: cost varies by specification+ (multi-channel systems, automated scanning fixtures, integrated data management)

Step-by-Step Inspection Procedure

Pre-Inspection Planning

1. Understand the Inspection Objective: What are you trying to detect? (cracks, corrosion, wall loss, delaminations, other degradation). Defect characteristics (size, orientation, location) drive method selection and equipment configuration.

2. Review Component Specifications: Material type, thickness, geometry, surface finish, operating history, previous inspection results. Review relevant codes/standards (ASME, API, ASTM, ISO) for acceptance criteria and procedural requirements.

3. Develop Written Procedure: Standard operating procedure (SOP) documenting equipment setup, frequency selection, scanning pattern, acceptance criteria, reporting format. Procedure should be approved by Level III inspector or authority having jurisdiction.

4. Calibrate Equipment: Verify instrument sensitivity against reference standards. Document all calibration data. Equipment must be in calibration throughout inspection period.

Surface Preparation

5. Clean Component Surface: Remove paint, corrosion, dirt, and other debris that would interfere with signal transmission. Method depends on material sensitivity (abrasive blasting for thick components, gentle methods for coatings being preserved).

6. Document Surface Condition: Photograph areas of concern. Surface roughness, temperature, and condition affect signal quality—document baseline for future comparisons.

7. Apply Couplant: Apply appropriate coupling medium between probe and component surface. Ensure full contact and eliminate air gaps that would block signal transmission.

Data Acquisition

8. Perform Scan: Systematically scan component following documented pattern (linear, grid, circumferential for cylindrical components). Maintain consistent probe contact and coupling.

9. Record Baseline Measurements: Establish baseline measurements in non-defect areas for comparison. Baseline establishes signal characteristics for this specific component.

10. Document Anomalies: Mark and measure any indications that differ from baseline. Use consistent measurement methodology. Document location, size, character of indication.

Data Analysis and Interpretation

11. Compare to Standards: Evaluate recorded indications against acceptance criteria specified in applicable standard or company procedure. Determine if indication is acceptable, requires further evaluation, or is rejectable.

12. Size Defects: If applicable, quantify defect dimensions using sizing algorithms appropriate to indication type. Different defect types (cracks, inclusions, porosity) require different sizing approaches.

13. Trend Historical Data: Compare current results to previous inspections. Identify accelerating degradation, new defects, or stable conditions. Trending supports maintenance decisions and remaining life assessment.

Reporting

14. Document Findings: Create inspection report documenting equipment used, procedure followed, findings, measurements, and disposition (acceptable/unacceptable/conditional). Include photographs and data files as supporting documentation.

15. Establish Follow-up Actions: For unacceptable conditions, recommend repair/replacement. For acceptable conditions, schedule next inspection interval. For conditional acceptances, specify monitoring frequency and criteria for equipment removal from service.

Advantages and Limitations

Key Advantages

  • Non-invasive: Detects internal defects without requiring component dismantling or sample removal
  • Real-time Results: Immediate indication of defects; no waiting for laboratory analysis
  • Quantitative Data: Provides measurements (depths, sizes, extent) supporting engineering decisions
  • Repeatability: Same procedure applied to same location produces consistent results for trending
  • Cost-Effective: Compared to destructive testing or equipment replacement, inspection is economical risk mitigation
  • Versatility: Applicable across multiple industries and component types
  • Portability: Field equipment enables on-site inspection without removing equipment

Key Limitations

  • Surface Access Required: Component surface must be accessible; internal components in closed systems may be inaccessible
  • Surface Condition Dependency: Rough, painted, or corroded surfaces reduce signal quality; extensive surface preparation required
  • Material Constraints: Certain material types (very coarse grain, extreme thickness, high attenuation) limit effectiveness
  • Operator Skill Required: Results depend heavily on inspector experience, training, and interpretation skill
  • Equipment Complexity: Modern systems offer many options; proper selection requires technical knowledge
  • Reference Standards Needed: Proper calibration requires access to appropriate reference standards and regular verification
  • Defect Character Interpretation: Difficulty distinguishing between different defect types (cracks vs. inclusions) in some applications
  • False Positives/Negatives: Misinterpretation of noise signals as defects or missing actual defects due to signal masking

Applications by Industry

Oil & Gas Refining and Petrochemical

Wall thickness monitoring of pipes, vessels, and exchangers; weld examination in fabrication and in-service; early detection of corrosion patterns and erosion. Predictive maintenance based on corrosion mapping and remaining life assessment.

Power Generation

Boiler tube inspection, turbine blade examination, steam line integrity assessment. High-temperature and pressure equipment with stringent safety requirements. Creep damage assessment in ferritic steels.

Aerospace and Aviation

Structural component inspection, fastener examination, composite material assessment. Extremely tight defect size limits and high sensitivity requirements. Automated scanning systems common for high-volume production.

Automotive and Manufacturing

Weld quality assurance in production; bearing and component inspection; material verification. High-speed automated systems integrated into production lines for statistical quality control.

Infrastructure and Transportation

Bridge and structural steel inspection, railroad track assessment, pipeline integrity verification. Long-term trending of deterioration supports maintenance planning and safety decisions.

Standards and Codes

The following standards and codes address this inspection technique:

  • ASME Standards: Section V (Article XX specific to technique), Section VIII (pressure vessel requirements), B31.3 (piping)
  • API Standards: 510/570/575 (in-service inspection), 617 (rotating equipment), 571 (damage mechanisms)
  • ASTM Standards: E494-E2594 (comprehensive standards for technique)
  • ISO Standards: 9934-11700 series (equivalent international standards)
  • AWS Standards: D1.1 (weld inspection and acceptance)
  • Industry-Specific Codes: NACE, DNVGL, Lloyd's, ABS, and other classification society requirements

Professionals performing this inspection must be familiar with applicable standards for their industry, equipment type, and geographic location.

Frequently Asked Questions (FAQs)

Q1: What training and certification do I need to perform Ultrasonic Thickness Measurement inspections?

Personnel requirements depend on the method, level, sector, certification scheme and employer authorisation. Confirm the training, experience, assessment and any technique-specific requirements for the assignment.

Q2: How often should equipment be calibrated?

A: Minimum annually per most standards. Critical equipment: before/after major inspections or if showing questionable results. Third-party calibration recommended for audit defensibility. Documentation of all calibration activities essential.

Q3: Can I use this technique on all material types?

A: No. Material properties (grain size, composition, magnetic permeability, electrical conductivity) significantly affect technique effectiveness. Review material specifications and prior experience before committing to this method for new applications. Trial inspections may be needed to verify applicability.

Q4: What size defect can this technique reliably detect?

Detection capability depends on the material, geometry, flaw characteristics, equipment and procedure. Establish the required capability with representative evidence; a universal minimum detectable flaw size would be misleading.

Q5: How do I ensure results are reproducible and defensible for regulatory audit?

A: Written procedure approved by Level III or authority having jurisdiction; documented operator certifications; equipment calibration certificates; baseline measurements and reference standards; digital data files with timestamps; photographs and location documentation; report signed by qualified personnel. Comprehensive records demonstrate due diligence.

Q6: What's the difference between this technique and similar methods?

A: Each technique has distinct physics principles, capabilities, and limitations. The NDT method selector tool helps compare techniques. Consult NDT consulting services for complex applications requiring method comparison.

Q7: How much does an inspection cost and what factors affect pricing?

A: Cost depends on component size/complexity, accessibility, surface preparation effort, depth of analysis, and inspector labor rate. Typical field rates: a modest cost for Level II inspectors. Equipment cost: portable systems are a serious capital purchase and automated systems considerably more, which is why most owners buy the service rather than the instrument. Providers price advanced-method work at a premium over conventional UT.

Q8: How do I get started with implementing this technique if my facility currently doesn't use it?

A: Step 1: Take formal training courses for your team. Step 2: Invest in basic equipment (a significant capital item). Step 3: Develop written procedures specific to your equipment. Step 4: Partner with experienced consultant for initial inspections and procedure validation. Step 5: Obtain ASNT certification for all personnel. Professional support accelerates capability development and reduces learning curve.

Conclusion

Ultrasonic Thickness Measurement is a powerful inspection tool when properly understood, implemented, and applied. Successful programs require investment in equipment, personnel training, procedure development, and ongoing quality assurance. Staying current with emerging technologies, refining procedures based on field experience, and engaging with industry best practices ensures superior results and maximum value from your inspection investments.

Next Steps: Assess your facility's inspection needs, evaluate this technique's applicability to your equipment, invest in training and certification for your team, and develop comprehensive procedures. Connect with training providers, consulting experts, and certification programs to build capability and maximize inspection program effectiveness.

Running this as a programme, not a one-off

If you are responsible for an inspection programme rather than a single job, the recurring problem is rarely the code — it is keeping measured thickness, damage-mechanism assignment and next-inspection dates in one defensible place. Asset integrity management software covers keeping measured thickness readings per CML in one place, so the RBI (API 580/581) and fitness-for-service (API 579) work your integrity team or its specialists carry out starts from measured data rather than default rates. Atlantis supplies the NDT data and the software to hold it; it does not perform RBI or FFS assessments.

Atlantis NDT Products & Services

Ultrasonic thickness monitoring at CMLs: technique, calibration and data quality

Short answer: Ultrasonic thickness monitoring means taking repeat UT wall-thickness readings at the same condition monitoring locations (CMLs) over time, so the change between surveys gives a corrosion rate and a remaining life. The readings are only as good as their repeatability: the same location, a suitable transducer, calibration on a reference block near the component temperature, the right technique for coatings, and records good enough that the next survey can match them.

The guide above explains how UT thickness gauging works. This section is about why thickness monitoring programs produce corrosion rates that nobody trusts, and how to fix that. It covers how CMLs are used under API 570 and API 510, transducer and technique choice, calibration, coatings and temperature, spot readings versus scanning, permanent monitoring sensors, and the data checks an inspector should run before using a new survey to calculate rates. For the code-text requirements of ASME Section V Article 5 see our ASME V Article 5 guide.

Why thickness monitoring matters: the arithmetic behind the readings

In-service inspection codes turn thickness readings into decisions. API 570 for piping and API 510 for pressure vessels calculate remaining life as the difference between the actual thickness and the required thickness, divided by the corrosion rate, and the corrosion rate itself is the loss of thickness between two readings divided by the time between them. API 570 uses both a long-term rate, from the earliest reliable reading, and a short-term rate, from the two most recent, and the inspector selects the rate that best reflects current conditions. The inspection interval then follows from the remaining life and the code's limits. API 570 is currently in its 5th edition, published in February 2024; check the current edition of each code for the exact rules and limits.

The consequence is that every reading error feeds into a rate, every rate feeds into a remaining life, and every remaining life feeds into a date. Measurement error divides by the time between surveys. A small reading difference over many years barely moves the rate; the same difference over a short interval can make a stable line look like it is corroding quickly, or make a corroding line look stable. That is why repeatability matters more than instrument resolution in a monitoring program.

The current API 570 term is condition monitoring location (CML), which replaced the older thickness measurement location (TML) to include locations monitored by methods other than UT. A CML is a designated area, not a single point, and the program defines where it is, how many readings are taken in it, and how they are recorded.

Transducer and technique choice

Most corrosion monitoring uses 0-degree longitudinal-wave pulse-echo contact UT. API's defined procedure for its thickness measurement examination program, API-UT-21, describes single-element, dual-element and delay-line transducers in the 1 to 10 MHz range, and it is a useful public reference for good practice even though it was written for the API QUTE-TM performance demonstration rather than for a plant program. ASTM E797, Standard Practice for Measuring Thickness by Manual Ultrasonic Pulse-Echo Contact Method, is the general practice referenced for contact thickness measurement; its scope covers measurement at temperatures not exceeding 200 °F (93 °C).

TechniqueBest useWatch for
Dual-element transducer, first backwall echoCorroded, pitted or rough backwalls; the workhorse for corrosion surveysV-path error at small thicknesses; must calibrate across the expected range
Single-element or delay-line, echo-to-echoPrecise readings on smoother material; measuring through coatingsNeeds a clean second backwall echo; may not work on heavily pitted backwalls
A-scan display gaugeLets the examiner see what is being measured; verifies the echo is the backwallRequires examiner skill to interpret; slower than a digital-only gauge
UT scanning and corrosion mappingFinding the minimum in an area of localised corrosion or pittingMore time per CML; data volume needs management
High-temperature probes and couplantReadings on hot lines without shutdownVelocity changes with temperature; contact time limits; separate calibration approach

Dual-element probes are preferred for corrosion because they handle rough and pitted backwalls, but their angled sound path introduces a known error that grows as thickness decreases. Instruments correct for it, but only if the gauge is calibrated on a reference block that covers the thickness range being measured. A gauge zeroed on a single thick step and then used on thin, corroded pipe will read with a systematic error, and that error does not show up until someone compares surveys taken with different gauges.

A display that shows the A-scan is a quality control tool. It lets the examiner confirm that the reading is the backwall and not a lamination, an inclusion, a doubling echo on thin material, or a coating interface. Digital-only gauges are faster, but where readings matter for remaining life, the ability to see the signal is worth the extra time.

Calibration, temperature and couplant

Calibration ties the instrument's time measurement to thickness. Good practice is a two-point calibration on a step wedge of the same or acoustically similar material covering the expected thickness range, verified at intervals during the work and whenever anything in the system changes. API-UT-21 requires recalibration after any change of search unit, shoe, couplant or instrument, and requires the calibration block to be within 25 °F of the component temperature. Those are the requirements of API's examination procedure; your own procedure, approved by a Level III, may set equivalent or stricter rules.

Temperature matters because sound velocity in steel changes with temperature. A gauge calibrated on a cold block and used on a hot line will misreport thickness by an amount that depends on the temperature difference, and that error recurs every time the survey is done at a different process temperature. For hot surveys, the procedure should either calibrate on a block at component temperature or apply a documented temperature correction, and the component temperature should be recorded with each reading so later surveys can be compared fairly.

Couplant selection affects readings on rough or hot surfaces. API-UT-21 recommends higher-viscosity couplant on rough surfaces. High-temperature work needs couplant rated for the temperature and short contact times to protect the probe. Recording the couplant used is a small detail that helps explain differences between surveys.

Coated surfaces and surface preparation

Paint and coating are the most common hidden source of error. A conventional single-echo reading through coating measures coating plus steel, and because sound travels more slowly in most coatings than in steel, the coating thickness is overstated when converted at steel velocity. A survey through paint followed by a survey on blasted steel will then show apparent metal loss that never happened.

Two approaches avoid this. Echo-to-echo or multiple-backwall measurement times the interval between successive backwall echoes, which excludes the coating; API-UT-21 allows this, or calibration on a coated reference block. Alternatively, coating is removed at the CML, which gives the best readings but must be repaired afterward. Whichever approach is chosen, the record should state it, because mixing approaches between surveys corrupts the rate.

Surface preparation should remove loose scale and corrosion product that block coupling, without grinding into the base metal and creating artificial loss. On insulated equipment, readings are often taken through inspection ports, and the port location becomes part of the CML definition.

Designing CMLs that can be repeated

A monitoring program depends on readings being taken at the same place every time. The owner's inspector selects CMLs based on the damage mechanisms expected for the circuit, including injection points, deadlegs, soil-to-air interfaces, mixing points and areas of turbulence. Practical repeatability depends on how the CML is defined:

  • Physical marking or precise description. Paint marks, stencilled IDs, or a description tied to a weld or fitting. On piping, a reading at a CML commonly includes several points around the circumference, and on elbows the outside radius is often included.
  • Readings per CML. The program should state whether the recorded value is the minimum of several readings, an average, or each reading separately. Changing the rule changes the rate.
  • Isometric drawings. CML locations on current isometrics with unique IDs, so a new crew can find them.
  • Scanning versus spot readings. Spot readings suit uniform corrosion. Localised damage needs scanning of the CML area so the minimum is captured.

Our article on building a CML register that survives ten years covers the long-term data management side, and pipe wall thickness UT procedures covers CMLs, rates and remaining life for piping.

Data quality checks before rates are calculated

Before a new survey is used to update corrosion rates, the inspector should screen it. The common red flags are:

  • Apparent growth. A reading thicker than the previous one by more than measurement tolerance indicates a location, technique or calibration difference, not metal growth.
  • Sudden rate change. A short-term rate much higher than the long-term rate deserves a re-measurement before it drives an interval change, and also deserves a check for a process change.
  • Readings below nominal manufacturing tolerance on the first survey. These may reflect original mill tolerance rather than corrosion; baseline records matter.
  • Missing context. Instrument, probe, technique, coating status and temperature missing from the record make it impossible to resolve discrepancies later.
  • Single readings driving decisions. Where a minimum reading governs remaining life, a confirmation reading or scan at that location is cheap insurance.

Re-measurement at a flagged location is usually quicker than arguing about the rate. Programs that build these checks into the report review step catch most problems before they reach the interval calculation. Ask us to re-measure flagged CMLs.

Permanent ultrasonic thickness monitoring sensors

Some searches for ultrasonic thickness monitoring are about permanently installed sensors rather than manual surveys. These are UT transducers fixed to the pipe or vessel, often wireless or hardwired to a data system, that take readings at set intervals without anyone going to the location. They are used where access is costly or hazardous, such as high-temperature lines, elevated or insulated piping, and subsea or offshore equipment, and where the operator wants trend data at a higher frequency than periodic surveys provide, for example during a change of crude slate or chemical treatment.

Permanent sensors give excellent repeatability because the transducer never moves, so very small changes in wall thickness can be trended. Their limitation is coverage: each sensor monitors a small spot, so it complements rather than replaces surveys and scanning of the wider area. Subsea wall thickness monitoring uses similar principles, with sensors installed on subsea pipework or clamp-on systems deployed by divers or ROVs; those are specialist offshore applications governed by the operator's subsea integrity program.

Where permanent sensors are used for code-required readings, the owner's inspector should confirm how the data is validated and how the sensor locations are recorded as CMLs.

Who should take the readings

Thickness readings feed code decisions, so the people taking them should be qualified for the work. API-UT-21 recommends that thickness examiners be UT Level II, Level II in UT thickness measurement, or UT Level III under the employer's SNT-TC-1A written practice. Some operators also require examiners to pass API's QUTE-TM performance demonstration; that is an API Individual Certification Program credential, and information on it is published on the API ICP website. Atlantis does not provide QUTE-TM training. For the ASNT route, see NDT Level II training.

Common mistakes in UT thickness monitoring

  • Calibrating on one thickness. Dual-element V-path error makes thin readings wrong; calibrate across the range.
  • Measuring through paint with a single-echo technique, then comparing with readings on bare steel.
  • Ignoring temperature. Calibration block far from component temperature without correction.
  • Moving the CML. Readings taken a short distance from the previous spot on a corroded surface are not comparable.
  • Spot readings for localised corrosion. The minimum is missed and remaining life is overstated.
  • Thin records. No instrument, probe, technique, temperature or examiner certification on the report.

Regulatory overlay and Canada

In the USA, thickness monitoring under API 510 and API 570 is the backbone of mechanical integrity programs required under OSHA process safety management, 29 CFR 1910.119(j), where those codes are applied as recognised and generally accepted good engineering practice, and state boiler and pressure vessel laws may reference the NBIC or API codes for in-service inspection. In Canada, provincial regulators set the requirements: in Alberta, ABSA's integrity management requirements govern owner programs for pressure equipment, and other provinces have their own regulators such as TSSA in Ontario. Confirm requirements with your jurisdiction.

How Atlantis supports thickness monitoring

Atlantis performs UT thickness surveys and scans at owner-defined CMLs, corrosion mapping of localised damage, and re-measurement of flagged readings, using technicians certified under an SNT-TC-1A written practice with ASNT Level III oversight of procedures. Each reading is delivered with the instrument, probe, technique, coating status and temperature recorded, so your API-certified inspector can calculate rates and intervals with confidence. The inspector of record remains your authorized inspector. See ultrasonic testing, piping circuit and CML inspection and corrosion mapping, or request a quote for a thickness survey; we reply within one business day.

More questions about ultrasonic thickness monitoring

What is ultrasonic thickness monitoring?

It is the repeated measurement of wall thickness at the same locations over time using ultrasonic testing, so that the change gives a corrosion rate and remaining life. Readings may be taken manually during surveys or by permanently installed sensors.

What is a thickness monitoring location?

The older term, thickness measurement location (TML), has been replaced in API 570 by condition monitoring location (CML): a designated area where periodic examinations are made to monitor the condition of the equipment, defined so readings can be repeated.

Which transducer is best for corrosion thickness readings?

Dual-element transducers are usually preferred for corroded and pitted backwalls. Single-element or delay-line probes with echo-to-echo measurement suit smoother surfaces and coated components. Calibrate across the expected thickness range.

Can you measure thickness through paint?

Yes, using echo-to-echo or multiple-backwall techniques that exclude the coating, or by calibrating on a coated reference block. A single-echo reading through paint includes the coating and overstates steel thickness.

How does temperature affect UT thickness readings?

Sound velocity changes with temperature, so readings on hot or cold components need calibration near component temperature or a documented correction. API-UT-21 requires the calibration block to be within 25 °F of the component.

Why do corrosion rates from UT surveys sometimes look wrong?

Usually because of location, technique, calibration or coating differences between surveys. Over a short interval, a small reading difference can produce a large apparent rate. Screen new data and re-measure suspect locations before updating rates.

What is subsea wall thickness monitoring?

It is the measurement of pipe or vessel wall thickness on subsea equipment, often by permanently installed or ROV-deployed ultrasonic sensors, to trend internal corrosion where access is very costly. It is a specialist offshore application within the operator's subsea integrity program.

Who can take UT thickness readings for API 570?

Readings should be taken by qualified examiners; API-UT-21 recommends UT Level II, Level II in UT thickness measurement, or UT Level III under the employer's SNT-TC-1A written practice. Some owners also require API QUTE-TM. The authorized inspector evaluates the data.

Have a circuit with corrosion rates nobody trusts? Send us the CML list and last two surveys and we will scope re-measurement. Related: API 570 piping inspection requirements.

Sources: API-UT-21 Defined Procedure for Ultrasonic Thickness Measurement (api.org); API Individual Certification Programs; ASTM E797/E797M-21; ASME BPVC Section V. Confirm requirements against current editions of API 510 and API 570.

Need ultrasonic testing (UT) done, or learned?

Atlantis provides ultrasonic testing (UT) as an inspection service, trains technicians in it, and lets teams practise it on the Practical NDT simulator.

Need the readings taken?

Thickness surveys and corrosion mapping, reported with corrosion rate and remaining life per location.