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Stuck Pipe — Free Point Calculator

Estimate the depth at which your drillpipe is stuck using stretch test (overpull) data. Includes differential sticking force estimation.

Free Point Depth (Stretch Method)

Additional pull above free-hanging weight

Pipe elongation from overpull

Hookload before stuck (for reference)

Free Point = (Stretch × As × E) / (Overpull × 12)

Where E = 30×106 psi, As = π/4 × (OD² - ID²)

Estimated Free Point Depth

--

Cross-Section Area

--

in²

Stress Under Overpull

--

psi

Strain

--

in/in

Max Pull Applied

--

lbs

Differential Sticking Force Estimate

Estimate the force holding the pipe against the wellbore wall due to differential pressure.

Typically 1-3 in

Typically 0.05-0.15

Differential Pressure

--

psi

Contact Area

--

in²

Sticking Force

--

lbs

How this was calculated

Free Point Depth: L = (e × As × E) / (F × 12), where e = stretch (in), As = pipe cross-section area (in²), E = Young's modulus (30×106 psi), F = overpull (lbs), 12 converts ft to in.

Differential Sticking Force: Fstick = ΔP × Acontact × μfc, where ΔP = (MW - PP) × 0.052 × TVD, Acontact = contact length × arc width.

Assumptions: Uniform pipe properties. Elastic deformation only. Young's modulus E = 30×106 psi (steel).

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Stuck pipe events can cost $100K-$1M+ per incident. Need help with stuck pipe prevention strategies, real-time monitoring, or fishing operation planning?

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Understanding Free Point Estimation

When drillpipe becomes stuck in the wellbore, determining the depth of the stuck point is critical for planning a fishing or backoff operation. The stretch test (also called the overpull test) is the most common field method for estimating the free point depth. By applying a known overpull force above the free-hanging weight of the string and measuring the resulting pipe elongation (stretch), the free length of pipe can be calculated using basic elasticity principles.

The formula relies on Hooke's Law: the stretch of a pipe under axial load is proportional to the load and the free length, and inversely proportional to the cross-sectional area and Young's modulus. Steel drillpipe has a well-known modulus of elasticity (approximately 30 million psi), making this calculation straightforward once the overpull and stretch are measured.

Differential sticking occurs when the drillstring is pressed against a permeable formation by the differential pressure between the mud column and the formation pore pressure. The sticking force depends on the differential pressure, the contact area between pipe and formation, and the friction coefficient of the filter cake. Reducing overbalance, keeping pipe moving, and using low-friction filter cake additives are key prevention strategies.

All calculations run in your browser. Built by Groundwork Analytics. Get in touch or email info@petropt.com.

Disclaimer: These calculations are for screening and educational purposes only. Free point estimates should be confirmed with electronic free point tools before backoff or fishing operations. Groundwork Analytics assumes no liability for decisions made based on these results.