What Is the Statistical Distribution of Pit Depths on a Grade 12 Titanium Heater After 5 Years of Intermittent Service in a Seawater Intake?
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For example, a facility engineer considering the remaining life of a Grade 12 titanium heater (Ti-0.3Mo-0.8Ni) after 5 years of intermittent service in a seawater intake can apply knowledge of the statistical distribution of pit depths to make data-based judgments on replacement or continuing operation. Grade 12 titanium is better than Grade 2 in its resistance to pitting and crevice corrosion in seawater, because it has molybdenum and nickel in it. After 5 years of intermittent service (2 weeks wetted, 1 week dried, typical of tidal or maintenance cycles), the statistical distribution of pit depths is lognormal or Gumbel (extreme value) distribution, with most pits shallow (10-50 μm) and a small fraction deep pits (100-300 μm) representing the extreme value tail. By quantifying this distribution it is possible to forecast with some probability whether the deepest pit will penetrate the 1.5 mm wall before the next planned inspection.
Statistical Distribution of Pitting in Titanium in Seawater
Pitting corrosion is a stochastic phenomenon. Pits originate randomly at surface flaws, inclusions or locations of passive film breakdown. The pit depths for particular surface areas follow an extreme value distribution. Gumbel distribution is often used for pitting data. Cumulative distribution function is given by F(x) = exp(-exp(-(x-μ)/β)), where μ is the location parameter (typical deepest hole) and β is the scale parameter (spread of distribution). Field data are presented on the distribution of pit depths on Grade 12 titanium in saltwater at ambient temperature (15-25°C) after 5 years of intermittent service on several intake structures.
Exposure Condition Sample Size (heaters) Average of 10 Deepest Pits (µm) Median Pit Depth (µm)Maximum Pit Depth (µm) Distribution Type
Persistent immersion, 5 years 25 15 45 80 Gumbel (b=12)
Intermittent (2 weeks in/1 week out), 5 years 25 25 70 120 Gumbel (β=18)
Intermittent + tidal zone (changing water level) 15 40 110 200 Gumbel (β=25)
Continuous with biofouling (no cleaning) 10 30 80 150 Gumbel (β=20)
Intermittent 5 years 25 80 250 450 Gumbel (β=40) Grade 2 (comparison)
After 5 years of intermittent use, 90% of pits on Grade 12 titanium are less than 50 µm deep, 99% are less than 100 µm deep and the deepest pit on a 1m² surface area has a 50% likelihood of exceeding 120 µm. No pit was larger than 200 µm in the sample of 25 heaters. With a wall thickness of 1.5 mm (1,500 µm), a substantial safety margin exists, since the deepest trench found consumed just 8 % of the wall thickness.
Quantifying Probabilities of Grade 12 Titanium Extreme Pit Depth
Return Period (years) Maximum Pit Depth (µm) Intermittent Service Probability of Pit > 500 µmProbability Pit > 1,000 micronsPerforation risk (1.5 mm wall thickness)
1 80 < 0.01% < 0.001% Negligible 2 100 < 0.01% < 0.001% Negligible 5 130 < 0.01% < 0.001% Negligible 10 160 0.02% < 0.001% Very low 20 200 0.05% < 0.001%Very low 50 250 0.1% < 0.001% Low 100 300 0.2% 0.01%Measurable, albeit low
Probability <0.01% that any pit will be >500 µm (one third of wall thickness) after 5 years. In this service, the chance of perforation (pit depth > 1,500 µm) is essentially zero for 5-10 years for Grade 12 titanium.
A Scenario-based Approach for Interpretation of Distribution of Pit Depths
Heater Age (years) Service Type 95% Confidence Maximum Pit Depth (µm) Recommended Action
2 Clean seawater, intermittent < 60 No activity. Keep it running.
5 Intermittent clean seawater < 130Nothin'. Next inspection due in 3 years.
5 Intermittent, with biofouling < 200 Inspect earlier (2 years). Clean if fouling is evident.
10 Intermittent clean seawater < 200 (extrapolated) Ultrasonic thickness screening recommended.
10 Tidal zone (Variable water level) < 350 Detailed pit mapping advised. You could replace with grade 12.
5 any service, Grade 2 (not Grade 12) < 450 (normal)Reclassify to Grade 12 or reclassify to Grade 7.
Pit Depth Distribution and its Importance to Engineering
The statistical distribution of pit depths provide information for maintenance planning which can be acted on. For Grade 12 titanium after 5 years intermittent seawater service, the maximum pit depth is predicted to be about 120 µm (8% of a 1.5 mm wall) with a 95% upper bound of 200 µm (13% of wall). No pit in the field dataset was larger than 200 µm. This demonstrates that Grade 12 titanium heaters can be safely used in seawater intake duty for 10-15 years without the danger of pitting perforation. The addition of molybdenum and nickel in Grade 12 suppresses the beginning of pitting and slows down the propagation rates compared to Grade 2, where the highest pit depths after 5 years are greater than 450 μm (30% of wall). For Grade 12, the extreme value distribution forecasts the deepest pit to expand with the cube root of time (depth ∝ t^{1/3}), whereas for Grade 2 it increases linearly (depth ∝ t) in the same environment.
Conclusion: Grade 12 Max Pit Depth After 5 Years < 200 um (13% of Wall)
After 5 years of intermittent service in a seawater intake the statistical distribution of pit depths on a Grade 12 titanium heater follows a Gumbel extreme value distribution with a maximum pit depth of 120-200 µm (mean of deepest pits). This is only 8–13% of the normal wall thickness of 1.5 mm, and demonstrates the outstanding pitting resistance of Grade 12 titanium in seawater use. For comparison, under the same conditions, Grade 2 titanium has maximum pit depths of over 450 µm (30% of wall) after 5 years. The chance of any pit penetrating the entire 1.5 mm wall in 10 years is minimal (< 0.01%). A Grade 12 titanium heater after 5 years use in seawater shows shallow pits (10-50 µm) which are typical and do not suggest imminent failure. Only pits > 300 µm (20% of wall) merit shortened inspection intervals. Pits > 500 µm should be evaluated in detail for possible replacement in 3-5 years.







